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Final Alignment Report Satellite Town Ring Road (STRR) Bangalore West Side (NH 948A) April 2018

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Final Alignment Report Satellite Town Ring Road (STRR) Bangalore West Side (NH 948A)

April 2018

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report i

FINAL ALIGNMENT REPORT

Project Name

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Document Name FINAL ALIGNMENT REPORT (STRR)

Document No 4800182- GGN-DE-003(B) Issue No 03

Prepared by VivekSwaraj

Reviewed By K Mohan

Team leaderSenior Highway Engineer

ISSUE LOG SIGNATURE PAGE

Issue Submission Date Remark Approved By

NamePosition Signature

01 10 Nov 2017

Draft Alignment

Report submitted

K Mohan

Team Leader

02 07022018

Final Alignment Report is

being Submitted

K Mohan

Team Leader

03 13042018

Final Alignment Report is

being Submitted

K Mohan

Team Leader

Final Alignment Report

Aurad ndash Bidar Road (NH 161A) January 2018

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report ii

TABLE OF CONTENTS

10 GENERAL 1

11 Original STRR alignment 2

111 Modifications proposed 4

112 Value addition proposed 4

12 Connection to Hosur city 5

13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu 8

14 Satellite Towns Ring Road (STRR) Bangalore West Side 30

141 Road under progress in STRR 30

15 Declaration of STRR (west side) as NH 31

16 Project road 31

17 Environment Studies 35

18 Social Assessment 36

List of Tables

Table 1 Modified proposed Original alignment of Karnataka 5

Table 2 Comparative Statement of Proposed Alignment 6

Table 3 Major Cross road locations 31

Table 4 Proposed Highway Design Standards 32

Table 5 Tentative Land Uses along the Project 37

List of Figures

Fig 1 Original STRR Alignment as think of by Karnataka State Government 3

Fig 2 STRR proposal connect Hosur city with four options 6

Fig 3 Concurrence obtained for alignment from Karnataka state 9

Fig 4 Concurrence obtained for alignment from Karnataka state 10

Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu 11

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report iii

Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu 12

Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu 13

Fig 7 Final Alignment 29

Fig 8 Proposed Typical Cross Section of Road 34

Fig 9 Alignment passes through Banneragatta National Park 35

List of Annexures

Annexure 1 MORTH Gazette notification no 6 dated 02012018 38

Annexure 2 Horizontal Alignment details 40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 1

ALIGNMENT REPORT

10 GENERAL

The Ministry of Road Transport and Highways (MORTH) Government of India has proposed

ldquoBharat Mala Pariyojanardquo an Umbrella scheme of road development project through National

Highways Authority of India (NHAI) National Highway and Industrial Development Corporation

(NHIDC) and state Public Works Departments (PWD) at an estimated cost of INR

535000crores This is the second largest highways construction project in the country after

NHDP in that almost 50000 km of roads targeted across the country This project aim to

improve connectivity particularly on economic corridors border areas and to remote areas with

an aim of rapid and safe movement of cargo to boost exports International trade considered

as a key aspect in this scheme and northeastern states have given special focus The project

cleared by the Union Cabinet on October 25 2017

The ambitious project expected to create nearly 100million man days of jobs during the

construction and subsequently to about 22million jobs of the increased economic activity across

the country The construction will carried out through many means including debt funds

budgetary allocation private investment toll operator transfer etc The total length of around

34800km considered in phase 1 including

Economic corridors of around 9000km

Inter-corridor and feeder routes of around 6000km

National Corridors Efficiency Program of about 5000 km roads

Border and international connectivity roads of around 2000 km

Coastal and port connectivity roads of around 2000 km

Expressways of around 800 km

NHDP roads of 10000km

In pursuance of the above program NHAI appointed Ms Louis Berger Consulting Private

Limited New Delhi as Consultants to carry out the Consultancy Services for preparation of DPR

for development of Economic Corridors Inner corridors feeder Routes and Costal Roads to

improve the efficiency of fright movement in India - Lot 3Andhra Pradesh Karnataka Goa amp

Kerala Package 1 The project consists the following stretches of roads finalized as per final

Inception Report

1 Aurad ndash Bidar section - KA SH 15

2 Mydukur ndash Badvel section ndash NH 67

3 Puttur - Janappanchatram section - AP SH 4421 amp TN SH 51

4 Belagavi (Belgaum) ndash Sanquelim with a proper Connectivity to NH4A and NH 17

through existing SH ndash KA SH 54 KA SH 31 GA SH 4

5 Balance Portion of Satellite Ring Road of Bangalore (West Side) including connection

to Hosur town amp Feasibility for widening the existing SH between Anekal to Sarjapur

for Passenger traffic bound to Attibele Sarjapur to ensure ring road connectivity for

Bangalore

The Letter of Acceptance was communicated vide NHAI letter NHAIPlanning

EC2016DPRLot 3 Ap Knt Goa ampKLPackage 198598 dated 21042017 The contract

agreement signed on 1152017 vide letter NHAIplanningEC2016DPRLot 3AP Karnataka

Goa ampKL Package 199575 dated 11052017 with immediate commencement date

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 2

The draft alignment report submitted vie dated 10112017 Based on joint site visit and further

discussions held with RONHAIBangalore and PDBangalore some modifications made The

current submission is Final Alignment Report for STRR Bangalore the alignment declared

declared NH 948A

11 Original STRR alignment

In order to ensure safe smooth efficient and high speed transport corridor to Bangalore city

it is impetus that the infrastructure of city and adjoining towns anticipated the development

National Highways NH 648 (NH 207) NH 48 (NH 4) NH 275 NH 948 NH 209 amp NH 75 (Hassan

road) and majority of State Highways SH 3 SH 85 amp SH 35 pass through Bangalore city

comprising heavy commercial traffic movement Most of these traffic are not intend to pass

through the Bangalore city These traffic further aggravate the scenario in the city roads and

resulting huge traffic jams

The Government of Karnataka took steps to improve and augment network within and

neighboring area of the city to match with its phase of development Bangalore Metropolitan

Regional Development Authority (BMRDA) had planned the following network of roads

consisting the length of 367km to match these requirements

Satellite Towns Ring Road (STRR) ndash 204km

Individual Town ring Roads (ITRR) ndash 163km

The total length of STRR (204km) is exclude the stretch passing within the ITRR except for

Neelmangala town The STRR connects the important towns namely Dobbaspet

Doddaballapura Devanahalli Sulibele Hoskote Sarjapura Attibele Anekal Tattekere

Kanakapura Ramanagara and Magadi

BMRDA assigned Ms SECON for the consultancy services to undertake the topographical amp

Cadastral surveys finalize the proposed alignment and to prepare the land acquisition report

in year 2006 Subsequently the same agency was engaged to carry out the consultancy for

Techno ndashEconomic Feasibility Report in 2007The notification for land acquisition for STRR amp

ITRR issued on 12092007 and the project report approved by BMRDA on 10062008 The

proposed STRR alignment has declared as State Highway (special) -2 as per the provisions of

Karnataka Highways Act 1964 and the SE PWD Bangalore circle nominated as lsquoThe Highway

Authorityrsquo Land acquisition processes initiated vide notification NO4017-07-08 dated

19102007

The original corridor proposed with 90m right-of-way consists of divided 4lanes carriageways

with depressed median of 2050m with service roads (7m) on both sides Provision of high

speed rail corridor of 15m on one side throughout also made In addition to this utility corridor

of 5m and bus lay-bye of 4m also considered on both sides The corridor of 90m also frozen by

the state government Ring roads was also proposed to be developed individually for 8 major

towns namely Anekal Kanakapura Ramanagara Magadi Neelmangala Doddaballapura

Devanahalli amp Hoskote to act as bypass for these towns However the project shelved due to

paucity of funds with the State government

The original alignment as think of by Karnataka State government and obtained from Ms SECON through NHAI enclosed in Fig 1

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 3

Fig 1 Original STRR Alignment as think of by Karnataka State Government

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 4

However the earlier proposed alignment by the Karnataka state government passes through

some of built up stretches tanks including religious structures burial grounds etc Also during

the course of time some new activities also come up Therefore it was indispensable to further

study the alignment and update considering the current scenario along the original proposed

alignment Accordingly modifications are propose to ensure minimal social Impact and to serve

the alignment to wider spectrum of inhabitants in that region The details given below

111 Modifications proposed

1 The original alignment passes through the Dobbaspet town connecting NH 4 on

Bangalore side This extended further on Doddaballapura side towards NH 207 to

ensure avoidance of Dobbaspet town local traffic

2 The original alignment (in the cross point of Hassan road) passes through thickly built

up area in Gudermaranahalli from km 14000 to km 22000 This stretch consists of

residential school and religious structures

3 The earlier alignment passes through thickly built up area from km 22000 to km 25600

in HarthiRenganahalli

4 The original alignment passes through Savanadurga Forest area from km 34700 to km

41700 This forest also has wildlife

5 The original alignment pass through Siddadevarabetta Forest area from km 43000 to

km 46700

6 The original alignment passes through Ramadevarabetta forest area from km 57700 to

km 58300 near NH 275 crossing in Ramanagara

112 Value addition proposed

Further the alignment made value additions by connecting some cross roads and considering

the current and future proposals in that location as per below details

1 The starting point of the STRR extended to connect NH 207 (near km 131200) with a

bypass provision in Dobbaspet town on Pune side to ensure uninterrupted traffic flow

contrary to the earlier proposed location pass through the mid of built up area in

Dobbaspet It is relevant to mention that the through traffic contribute from Pune

direction on NH 4 is significant

2 There is Multi Model Logistic Park (MMLP) and proposed KIADB coming up near

Dobbaspet on SH 3 spread at about 250acres of land The Feasibility study also done

for the proposed MMLP project Therefore connection to this park is eminent and

provision made accordingly to these logistic park amp KIADB with proposed STRR

3 NHAI is currently developing bypasses to Kankapura and Ramanagara towns under

different programs to ease traffic congestion on NH 209 and NH 275 respectively Thus

in order to ensure seamless traffic flow through these proposed bypasses it is

necessary to integrate with proposed STRR at these locations

4 Hosur is an automobile industry town located in the vicinity of about 7km away from

Karnataka state border This city generates huge amount of through traffic and

currently experiencing massive traffic congestion It observed that the proposed STRR

would further deteriorate the Hosur traffic Therefore consideration of STRR taking

along this town necessitated

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 5

The modification proposed to original alignment of Karnataka state portion tabulated as below

Table 1 Modified proposed Original alignment of Karnataka

S No

STRR Original alignment (km)

as received

Modified STRR Alignment (km)

Re-Alignment Side wrt Original STRR

Alignment

Reason for change

From To Length

(km) From To

Length (km)

1 000 650 650 000 1750 1750 Right

To provide Bypass to Dobaspette town and to connect NH 207 and Proposed MMLP in

Dobaspette

2 650 1400 750 1750 2500 750 No change in original alignment

3 1400 2200 800 2500 3340 840 Left To avoid Temple and Pond

4 2200 2560 360 3340 3700 360 Left To avoid Builtup area

5 2560 3470 910 3700 4600 900 No change in original alignment

6 3470 4170 700 4600 5270 670 Right To avoid Savandurga forest

7 4170 4300 130 5270 5400 130 No change in original alignment

8 4300 4670 370 5400 5800 400 Left To avoid Siddadevarabetta

Reserve Forest

9 4670 5100 430 5800 6220 420 No change in original alignment

10 5100 6800 1700 6220 8080 1860 Left To avoid Siddadevarabetta

Vulture Sanctuary (Ramanagara)

11 6800 7400 600 8080 8675 595 No change in original alignment

12 7400 9900 2500 8675 10600 1925 Left To avoid Reserve forest and Hill

cutting (Kanakpura)

13 9900 11500 1600 10600 12185 1585 No change in original alignment

14 11500 End - 12185 17963 5778

Due to inclusion of Ring Road of Hosur town Automobile Hub of

Tamil Nadu and Connecting with proposed KITCO alignment

12 Connection to Hosur city

It was also envisage connecting the Hosur city with the proposed STRR alignment as per the

meeting held with CGMNHAI in Bangalore during the Inception study The city is located in the

proximity of only 7km from Karnataka state border The Industrial town of Hosur is also an

automobile hub of Tamil Nadu Thus this proposal will enable to disburse the traffic toward

further south in a methodical manner It also further enables a connectivity for Hosur to the

proposed Bangalore - Chennai Expressway

The proposed alignment also discussed with District Commissioner Krishnagiri and with

various stake holders district level officers and NHAI Four options proposed and all options

discussed with its merits and demerits The details given in Fig 2

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 6

Fig 2 STRR proposal connect Hosur city with four options

The comparative statements of all options of proposed Hosur bypass alignment are as below

Table 2 Comparative Statement of Proposed Alignment

No Description Option - 1

(ABHCDIEF) Option - 2

(ABGCDIEF) Option - 3

(ABHCDJEF) Option - 4

(ABGCDJEF)

1 Starting 139000 139000 139000 139000

2 Ending 190000 190000 190000 190000

3 Route

Alignment side

After Hosur airport amp

away from Kelavarapalli reservoir area

Before Hosur airport amp away from

Kelavarapalli reservoir area

After Hosur airport amp Close to

Kelavarapalli reservoir area

Before Hosur airport amp Close to

Kelavarapalli reservoir area

4 Length of

Bypass (km) 60 59 63

59

5

Length of existing

alignment bypassed

(km)

nil

nil

nil

nil

6 Built-up

stretch (km) nil

nil

nil

nil

7 Terrain Plain Plain Plain Plain

8 Speed 100 kmh 100 kmh 100 kmh 100 kmh

9 Geometries Geometry is good

supports 100 Geometry is good supports 100 kmh

Geometry is good supports

Geometry is good supports

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 7

No Description Option - 1

(ABHCDIEF) Option - 2

(ABGCDIEF) Option - 3

(ABHCDJEF) Option - 4

(ABGCDJEF)

kmh speed Good sight distance with

curves widely spaced

speed Good sight distance with curves widely

spaced

100 kmh speed Good sight distance with curves

widely spaced

100 kmh speed Good sight

distance with curves widely

spaced

10 Intersection

developments 7 7 7

7

11

Existing Land use pattern

through proposed alignment

Agricultural Land and barren land

Agricultural Land and barren land

Agricultural Land and

barren land

Agricultural Land and barren land

12 Major Bridge 2 2 2 2

13 Minor Bridge 3 3 2 2

14 Approximate Culverts (no)

120 120 130

120

15 ROB 1 1 1 1

16 Interchange 7 7 7 7

17 VUP nil nil nil nil

18 PUP nil nil nil nil

19 Proposed

ROW 90 90 90

90

20 Existing ROW 0 0 0 0

21 No of affected Settlements

nil

nil

nil

nil

22

Alignment passes through villages

Agasa Timanahalli Patnagere

Gollahalli Muttur Mattakur

Agraharam Achettipalli

Kothur Peranadapalli

Attur Pathamuthalli

Avalapalli Eluvapalli Nallur Chikhanathpuram

Kothapalli Sarjapur

Agasa Timanahalli Singasandra

KomaranapalliPoonahalli Achettipalli

Kothur Peranadapalli

Attur Pathamuthalli

Avalapalli Eluvapalli Nallur Chikhanathpuram

Kothapalli Sarjapur

Agasa Timanahalli Patnagere Gollahalli

Muttur Mattakur

Agraharam Achettipalli

Kothur Peranadapalli Nandi

maglam Baglur

Kaganur Sarjapura

Agasa Timanahalli Singasandra

Komaranapalli Poonahalli Achettipalli

Kothur Peranadapalli Nandimaglam

Baglur Kaganur Sarjapur

23 Social Impact Not significant Not significant Not significant Not significant

24 Environmental

Impact Not significant Not significant Not significant Not significant

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 8

The merits and demerits for the Hosur alignment inclusion in STRR are as follow

Merits

Enabling new spatial distribution of business housing in Hosur city

Improved road geometry will ensure enhanced traffic safety and reduction in road

accident rate

Major cross roads intersections will provisioned with free flow interchanges and will

catalyzed development of Industrial sited located near to this places

Will remove through truck traffic from cityrsquos main artery

More local traffic may get encouraged to use a route previously avoided due to heavy

truck traffic

Proactive planning by local authorities will further catalyze industrial development

Will benefits the town in revenues real estate and job opportunities

Demerit

The overall alignment length will increase and result higher land acquisition and

construction costs

Based on facts presented the district administration recommended and approved Option 4

(ABGCDJEF) for consideration

13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu

Karnataka

The original alignment validated with current developments in that region and the updated

alignment discussed with NHAI Accordingly this updated STRR alignment submitted to NHAI

vide our reference 4800182-GGN-OC-019 dated 05102017 for Concurrences from

Government of Karnataka NHAI submitted to Government of Karnataka to seek consent to the

modifications proposed in STRR vide letter NHAI12012Lot 3Package 1I2017PIU-BNG

(EXP)530 dated 09102017

The government of Karnataka vide its letter PWD518CNH2017 dated 27102017 conveyed

the concurrences NHAI vide letter NHAIPlanningEC2016DPRLot 3AP-KT-Goa amp

KeralaPkg 11087-28 dated 17112017 agreed to the further modification proposed

The approval letters obtained from the government of Karnataka and the approved alignment

are given in Fig 3 amp Fig 4

Tamil Nadu

The concurrences for Hosur portion of Tamil Nadu obtained vide letter 14787HV12017-2

dated 24012018 The approval letters obtained from government of Tamil Nadu with approved

alignments given in Fig 5 amp Fig 6

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 9

Fig 3 Concurrence obtained for alignment from Karnataka state

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 10

Fig 4 Concurrence obtained for alignment from Karnataka state

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 11

Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 12

Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 13

Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 14

14 Modifications in Original STRR

The approved alignment also gone through some further slight modifications so to amalgamate

the proposal with adjoining alignments and the details are as below

1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet

change km 0000 to km 17500 (original km 0000 to km 6500)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

1 Length of

Alignment (km) 175 65 196 1754

2 Built-up stretch Nil Nil Nil Nil

3 Terrain Plain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries Geometry is good

supports 100 Geometry is

good supports Geometry is

good supports Geometry is

good supports

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 15

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight distance with curves

widely spaced

6

Existing Land use pattern through

proposed alignment

Agricultural LandBarren Land

Industrial Land Agricultural Land

Agricultural Land Forest Land

Agricultural Land

Residential

7 Proposed ROW

(m) 75 75 75 75

8 Total Additional land required in

Hec 13125 4875 147 13155

9 No of affected

Structures (tentative)

0 20 5 20

10 ROB 1 0 1 1

11 Bridge 0 0 0 0

12 Interchange 1 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

The proposed alignment will

passes through Nijagal and

Kengal Reserve Forest

No significant environmental

impact is envisaged

15 Tentative cost (INR in crores)

94105 32089 994576 10295624

16 Merits

1 No

structureestablishment is affected 2 Connectivity

given to proposed MMLP in

Dabaspete 3 Comparatively shorter alignment

Better road

geometry could be achieved

17 Demerits

1 Alignment passes through built-up location at Dabaspete

2 Passes through the

proposed MMLP Industrial location

in Dabaspete 3Not connecting Dabaspete as a

whole

1 Larger alignment length

2 Passes through Forest land amp thus forest clearence

need to be obtained before

implimentation of project

3 Passes through the aggregate quarry area

4 Passes through abutting CISF

land

1Poor alignment Geometry 2Passing

through Built-up stretch

3Land cost will be more as the

alignement passing

through buit-up region

18 Recommendation Recommended Not

Recommended Not

Recommended Not

Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 16

2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 84 8 76

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

7 Proposed ROW

(m) 75 75 75

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 17

S No

Description Option-1 Option-2 ( original

STRR) Option-3

8 Total Additional land required in

Hec 63 60 57

9 No of affected

Structures (tentative)

0 20 20

10 ROB 1 1 1

11 Bridge 0 0 0

12 Interchange 1 1 1

13 Environmental

Impact

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

No significant environmental impact is

envisaged

15 Tentative civil cost (INR in

crores) 478854 50698 485856

16 Merits

1 No

structureestablishment is affected

2Less construction cost

3Better alignment geometry

17 Demerits

1 Passes through large number of

structures including religious structure

resulting higher land amp social cost

2 Passes through the mid of a pond

1 Alignment passes

through many existing roads resulting provision grade

separators 2 Combined

interchange of ROB and NH crossing is

required for that under construction ROB to be

demolished

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 18

3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR ) Option-3

1 Length of

Alignment (km) 36 36 57

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

Forest Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 19

S No Description Option-1 Option-2 ( original

STRR ) Option-3

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 27 27 4275

9 No of affected

Structures (tentative)

0 30 5

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

15 Tentative civil cost (INR in

crores) 169866 172866 2694545

16 Merits

1 Shorter alignment length

2 No built-up land is involved

17 Demerits

1 More than 30 establishments would

get affected 2Comparatively poor alignment geometry

1 Passes through pond

2Higher construction cost

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 20

4 Avoiding Savanadurga forest Area

Chainage km 46000 to km 52700 (Original km 34700 to km 41700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 67 7 88

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

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Final Alignment Report 21

S No Description Option-1 Option-2 ( original

STRR) Option-3

6

Existing Land use pattern

through proposed alignment

Mostly Barren Land

Barren Land Forest Land

Barren Land Forest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 5025 525 66

9 No of affected

Structures (tentative)

0 0 0

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

15 Tentative civil cost (INR in

crores) 3161395 330295 415228

16 Merits

1 Away from forest land resulting

ease in construction

2Better alignment geometry

17 Demerits

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 22

5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original STRR)

1 Length of Alignment

(km) 4 37

2 Built-up stretch Nil Nil

3 Terrain Plain Plain

4 Speed 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight distance

with curves widely spaced

6 Existing Land use

pattern through proposed alignment

Mostly Barren Land Barren Land Forest Land

7 Proposed ROW (m) 75 75

8 Total Additional land

required in Hec 30 2775

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Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

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Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

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Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

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Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

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Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

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Final Alignment Report 29

Fig 7 Final Alignment

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Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

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Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

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Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

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Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

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Fig 8 Proposed Typical Cross Section of Road

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Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

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Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

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Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500

39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500

46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500

47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report i

FINAL ALIGNMENT REPORT

Project Name

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Document Name FINAL ALIGNMENT REPORT (STRR)

Document No 4800182- GGN-DE-003(B) Issue No 03

Prepared by VivekSwaraj

Reviewed By K Mohan

Team leaderSenior Highway Engineer

ISSUE LOG SIGNATURE PAGE

Issue Submission Date Remark Approved By

NamePosition Signature

01 10 Nov 2017

Draft Alignment

Report submitted

K Mohan

Team Leader

02 07022018

Final Alignment Report is

being Submitted

K Mohan

Team Leader

03 13042018

Final Alignment Report is

being Submitted

K Mohan

Team Leader

Final Alignment Report

Aurad ndash Bidar Road (NH 161A) January 2018

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report ii

TABLE OF CONTENTS

10 GENERAL 1

11 Original STRR alignment 2

111 Modifications proposed 4

112 Value addition proposed 4

12 Connection to Hosur city 5

13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu 8

14 Satellite Towns Ring Road (STRR) Bangalore West Side 30

141 Road under progress in STRR 30

15 Declaration of STRR (west side) as NH 31

16 Project road 31

17 Environment Studies 35

18 Social Assessment 36

List of Tables

Table 1 Modified proposed Original alignment of Karnataka 5

Table 2 Comparative Statement of Proposed Alignment 6

Table 3 Major Cross road locations 31

Table 4 Proposed Highway Design Standards 32

Table 5 Tentative Land Uses along the Project 37

List of Figures

Fig 1 Original STRR Alignment as think of by Karnataka State Government 3

Fig 2 STRR proposal connect Hosur city with four options 6

Fig 3 Concurrence obtained for alignment from Karnataka state 9

Fig 4 Concurrence obtained for alignment from Karnataka state 10

Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu 11

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report iii

Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu 12

Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu 13

Fig 7 Final Alignment 29

Fig 8 Proposed Typical Cross Section of Road 34

Fig 9 Alignment passes through Banneragatta National Park 35

List of Annexures

Annexure 1 MORTH Gazette notification no 6 dated 02012018 38

Annexure 2 Horizontal Alignment details 40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 1

ALIGNMENT REPORT

10 GENERAL

The Ministry of Road Transport and Highways (MORTH) Government of India has proposed

ldquoBharat Mala Pariyojanardquo an Umbrella scheme of road development project through National

Highways Authority of India (NHAI) National Highway and Industrial Development Corporation

(NHIDC) and state Public Works Departments (PWD) at an estimated cost of INR

535000crores This is the second largest highways construction project in the country after

NHDP in that almost 50000 km of roads targeted across the country This project aim to

improve connectivity particularly on economic corridors border areas and to remote areas with

an aim of rapid and safe movement of cargo to boost exports International trade considered

as a key aspect in this scheme and northeastern states have given special focus The project

cleared by the Union Cabinet on October 25 2017

The ambitious project expected to create nearly 100million man days of jobs during the

construction and subsequently to about 22million jobs of the increased economic activity across

the country The construction will carried out through many means including debt funds

budgetary allocation private investment toll operator transfer etc The total length of around

34800km considered in phase 1 including

Economic corridors of around 9000km

Inter-corridor and feeder routes of around 6000km

National Corridors Efficiency Program of about 5000 km roads

Border and international connectivity roads of around 2000 km

Coastal and port connectivity roads of around 2000 km

Expressways of around 800 km

NHDP roads of 10000km

In pursuance of the above program NHAI appointed Ms Louis Berger Consulting Private

Limited New Delhi as Consultants to carry out the Consultancy Services for preparation of DPR

for development of Economic Corridors Inner corridors feeder Routes and Costal Roads to

improve the efficiency of fright movement in India - Lot 3Andhra Pradesh Karnataka Goa amp

Kerala Package 1 The project consists the following stretches of roads finalized as per final

Inception Report

1 Aurad ndash Bidar section - KA SH 15

2 Mydukur ndash Badvel section ndash NH 67

3 Puttur - Janappanchatram section - AP SH 4421 amp TN SH 51

4 Belagavi (Belgaum) ndash Sanquelim with a proper Connectivity to NH4A and NH 17

through existing SH ndash KA SH 54 KA SH 31 GA SH 4

5 Balance Portion of Satellite Ring Road of Bangalore (West Side) including connection

to Hosur town amp Feasibility for widening the existing SH between Anekal to Sarjapur

for Passenger traffic bound to Attibele Sarjapur to ensure ring road connectivity for

Bangalore

The Letter of Acceptance was communicated vide NHAI letter NHAIPlanning

EC2016DPRLot 3 Ap Knt Goa ampKLPackage 198598 dated 21042017 The contract

agreement signed on 1152017 vide letter NHAIplanningEC2016DPRLot 3AP Karnataka

Goa ampKL Package 199575 dated 11052017 with immediate commencement date

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 2

The draft alignment report submitted vie dated 10112017 Based on joint site visit and further

discussions held with RONHAIBangalore and PDBangalore some modifications made The

current submission is Final Alignment Report for STRR Bangalore the alignment declared

declared NH 948A

11 Original STRR alignment

In order to ensure safe smooth efficient and high speed transport corridor to Bangalore city

it is impetus that the infrastructure of city and adjoining towns anticipated the development

National Highways NH 648 (NH 207) NH 48 (NH 4) NH 275 NH 948 NH 209 amp NH 75 (Hassan

road) and majority of State Highways SH 3 SH 85 amp SH 35 pass through Bangalore city

comprising heavy commercial traffic movement Most of these traffic are not intend to pass

through the Bangalore city These traffic further aggravate the scenario in the city roads and

resulting huge traffic jams

The Government of Karnataka took steps to improve and augment network within and

neighboring area of the city to match with its phase of development Bangalore Metropolitan

Regional Development Authority (BMRDA) had planned the following network of roads

consisting the length of 367km to match these requirements

Satellite Towns Ring Road (STRR) ndash 204km

Individual Town ring Roads (ITRR) ndash 163km

The total length of STRR (204km) is exclude the stretch passing within the ITRR except for

Neelmangala town The STRR connects the important towns namely Dobbaspet

Doddaballapura Devanahalli Sulibele Hoskote Sarjapura Attibele Anekal Tattekere

Kanakapura Ramanagara and Magadi

BMRDA assigned Ms SECON for the consultancy services to undertake the topographical amp

Cadastral surveys finalize the proposed alignment and to prepare the land acquisition report

in year 2006 Subsequently the same agency was engaged to carry out the consultancy for

Techno ndashEconomic Feasibility Report in 2007The notification for land acquisition for STRR amp

ITRR issued on 12092007 and the project report approved by BMRDA on 10062008 The

proposed STRR alignment has declared as State Highway (special) -2 as per the provisions of

Karnataka Highways Act 1964 and the SE PWD Bangalore circle nominated as lsquoThe Highway

Authorityrsquo Land acquisition processes initiated vide notification NO4017-07-08 dated

19102007

The original corridor proposed with 90m right-of-way consists of divided 4lanes carriageways

with depressed median of 2050m with service roads (7m) on both sides Provision of high

speed rail corridor of 15m on one side throughout also made In addition to this utility corridor

of 5m and bus lay-bye of 4m also considered on both sides The corridor of 90m also frozen by

the state government Ring roads was also proposed to be developed individually for 8 major

towns namely Anekal Kanakapura Ramanagara Magadi Neelmangala Doddaballapura

Devanahalli amp Hoskote to act as bypass for these towns However the project shelved due to

paucity of funds with the State government

The original alignment as think of by Karnataka State government and obtained from Ms SECON through NHAI enclosed in Fig 1

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 3

Fig 1 Original STRR Alignment as think of by Karnataka State Government

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Final Alignment Report 4

However the earlier proposed alignment by the Karnataka state government passes through

some of built up stretches tanks including religious structures burial grounds etc Also during

the course of time some new activities also come up Therefore it was indispensable to further

study the alignment and update considering the current scenario along the original proposed

alignment Accordingly modifications are propose to ensure minimal social Impact and to serve

the alignment to wider spectrum of inhabitants in that region The details given below

111 Modifications proposed

1 The original alignment passes through the Dobbaspet town connecting NH 4 on

Bangalore side This extended further on Doddaballapura side towards NH 207 to

ensure avoidance of Dobbaspet town local traffic

2 The original alignment (in the cross point of Hassan road) passes through thickly built

up area in Gudermaranahalli from km 14000 to km 22000 This stretch consists of

residential school and religious structures

3 The earlier alignment passes through thickly built up area from km 22000 to km 25600

in HarthiRenganahalli

4 The original alignment passes through Savanadurga Forest area from km 34700 to km

41700 This forest also has wildlife

5 The original alignment pass through Siddadevarabetta Forest area from km 43000 to

km 46700

6 The original alignment passes through Ramadevarabetta forest area from km 57700 to

km 58300 near NH 275 crossing in Ramanagara

112 Value addition proposed

Further the alignment made value additions by connecting some cross roads and considering

the current and future proposals in that location as per below details

1 The starting point of the STRR extended to connect NH 207 (near km 131200) with a

bypass provision in Dobbaspet town on Pune side to ensure uninterrupted traffic flow

contrary to the earlier proposed location pass through the mid of built up area in

Dobbaspet It is relevant to mention that the through traffic contribute from Pune

direction on NH 4 is significant

2 There is Multi Model Logistic Park (MMLP) and proposed KIADB coming up near

Dobbaspet on SH 3 spread at about 250acres of land The Feasibility study also done

for the proposed MMLP project Therefore connection to this park is eminent and

provision made accordingly to these logistic park amp KIADB with proposed STRR

3 NHAI is currently developing bypasses to Kankapura and Ramanagara towns under

different programs to ease traffic congestion on NH 209 and NH 275 respectively Thus

in order to ensure seamless traffic flow through these proposed bypasses it is

necessary to integrate with proposed STRR at these locations

4 Hosur is an automobile industry town located in the vicinity of about 7km away from

Karnataka state border This city generates huge amount of through traffic and

currently experiencing massive traffic congestion It observed that the proposed STRR

would further deteriorate the Hosur traffic Therefore consideration of STRR taking

along this town necessitated

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Final Alignment Report 5

The modification proposed to original alignment of Karnataka state portion tabulated as below

Table 1 Modified proposed Original alignment of Karnataka

S No

STRR Original alignment (km)

as received

Modified STRR Alignment (km)

Re-Alignment Side wrt Original STRR

Alignment

Reason for change

From To Length

(km) From To

Length (km)

1 000 650 650 000 1750 1750 Right

To provide Bypass to Dobaspette town and to connect NH 207 and Proposed MMLP in

Dobaspette

2 650 1400 750 1750 2500 750 No change in original alignment

3 1400 2200 800 2500 3340 840 Left To avoid Temple and Pond

4 2200 2560 360 3340 3700 360 Left To avoid Builtup area

5 2560 3470 910 3700 4600 900 No change in original alignment

6 3470 4170 700 4600 5270 670 Right To avoid Savandurga forest

7 4170 4300 130 5270 5400 130 No change in original alignment

8 4300 4670 370 5400 5800 400 Left To avoid Siddadevarabetta

Reserve Forest

9 4670 5100 430 5800 6220 420 No change in original alignment

10 5100 6800 1700 6220 8080 1860 Left To avoid Siddadevarabetta

Vulture Sanctuary (Ramanagara)

11 6800 7400 600 8080 8675 595 No change in original alignment

12 7400 9900 2500 8675 10600 1925 Left To avoid Reserve forest and Hill

cutting (Kanakpura)

13 9900 11500 1600 10600 12185 1585 No change in original alignment

14 11500 End - 12185 17963 5778

Due to inclusion of Ring Road of Hosur town Automobile Hub of

Tamil Nadu and Connecting with proposed KITCO alignment

12 Connection to Hosur city

It was also envisage connecting the Hosur city with the proposed STRR alignment as per the

meeting held with CGMNHAI in Bangalore during the Inception study The city is located in the

proximity of only 7km from Karnataka state border The Industrial town of Hosur is also an

automobile hub of Tamil Nadu Thus this proposal will enable to disburse the traffic toward

further south in a methodical manner It also further enables a connectivity for Hosur to the

proposed Bangalore - Chennai Expressway

The proposed alignment also discussed with District Commissioner Krishnagiri and with

various stake holders district level officers and NHAI Four options proposed and all options

discussed with its merits and demerits The details given in Fig 2

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 6

Fig 2 STRR proposal connect Hosur city with four options

The comparative statements of all options of proposed Hosur bypass alignment are as below

Table 2 Comparative Statement of Proposed Alignment

No Description Option - 1

(ABHCDIEF) Option - 2

(ABGCDIEF) Option - 3

(ABHCDJEF) Option - 4

(ABGCDJEF)

1 Starting 139000 139000 139000 139000

2 Ending 190000 190000 190000 190000

3 Route

Alignment side

After Hosur airport amp

away from Kelavarapalli reservoir area

Before Hosur airport amp away from

Kelavarapalli reservoir area

After Hosur airport amp Close to

Kelavarapalli reservoir area

Before Hosur airport amp Close to

Kelavarapalli reservoir area

4 Length of

Bypass (km) 60 59 63

59

5

Length of existing

alignment bypassed

(km)

nil

nil

nil

nil

6 Built-up

stretch (km) nil

nil

nil

nil

7 Terrain Plain Plain Plain Plain

8 Speed 100 kmh 100 kmh 100 kmh 100 kmh

9 Geometries Geometry is good

supports 100 Geometry is good supports 100 kmh

Geometry is good supports

Geometry is good supports

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Final Alignment Report 7

No Description Option - 1

(ABHCDIEF) Option - 2

(ABGCDIEF) Option - 3

(ABHCDJEF) Option - 4

(ABGCDJEF)

kmh speed Good sight distance with

curves widely spaced

speed Good sight distance with curves widely

spaced

100 kmh speed Good sight distance with curves

widely spaced

100 kmh speed Good sight

distance with curves widely

spaced

10 Intersection

developments 7 7 7

7

11

Existing Land use pattern

through proposed alignment

Agricultural Land and barren land

Agricultural Land and barren land

Agricultural Land and

barren land

Agricultural Land and barren land

12 Major Bridge 2 2 2 2

13 Minor Bridge 3 3 2 2

14 Approximate Culverts (no)

120 120 130

120

15 ROB 1 1 1 1

16 Interchange 7 7 7 7

17 VUP nil nil nil nil

18 PUP nil nil nil nil

19 Proposed

ROW 90 90 90

90

20 Existing ROW 0 0 0 0

21 No of affected Settlements

nil

nil

nil

nil

22

Alignment passes through villages

Agasa Timanahalli Patnagere

Gollahalli Muttur Mattakur

Agraharam Achettipalli

Kothur Peranadapalli

Attur Pathamuthalli

Avalapalli Eluvapalli Nallur Chikhanathpuram

Kothapalli Sarjapur

Agasa Timanahalli Singasandra

KomaranapalliPoonahalli Achettipalli

Kothur Peranadapalli

Attur Pathamuthalli

Avalapalli Eluvapalli Nallur Chikhanathpuram

Kothapalli Sarjapur

Agasa Timanahalli Patnagere Gollahalli

Muttur Mattakur

Agraharam Achettipalli

Kothur Peranadapalli Nandi

maglam Baglur

Kaganur Sarjapura

Agasa Timanahalli Singasandra

Komaranapalli Poonahalli Achettipalli

Kothur Peranadapalli Nandimaglam

Baglur Kaganur Sarjapur

23 Social Impact Not significant Not significant Not significant Not significant

24 Environmental

Impact Not significant Not significant Not significant Not significant

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 8

The merits and demerits for the Hosur alignment inclusion in STRR are as follow

Merits

Enabling new spatial distribution of business housing in Hosur city

Improved road geometry will ensure enhanced traffic safety and reduction in road

accident rate

Major cross roads intersections will provisioned with free flow interchanges and will

catalyzed development of Industrial sited located near to this places

Will remove through truck traffic from cityrsquos main artery

More local traffic may get encouraged to use a route previously avoided due to heavy

truck traffic

Proactive planning by local authorities will further catalyze industrial development

Will benefits the town in revenues real estate and job opportunities

Demerit

The overall alignment length will increase and result higher land acquisition and

construction costs

Based on facts presented the district administration recommended and approved Option 4

(ABGCDJEF) for consideration

13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu

Karnataka

The original alignment validated with current developments in that region and the updated

alignment discussed with NHAI Accordingly this updated STRR alignment submitted to NHAI

vide our reference 4800182-GGN-OC-019 dated 05102017 for Concurrences from

Government of Karnataka NHAI submitted to Government of Karnataka to seek consent to the

modifications proposed in STRR vide letter NHAI12012Lot 3Package 1I2017PIU-BNG

(EXP)530 dated 09102017

The government of Karnataka vide its letter PWD518CNH2017 dated 27102017 conveyed

the concurrences NHAI vide letter NHAIPlanningEC2016DPRLot 3AP-KT-Goa amp

KeralaPkg 11087-28 dated 17112017 agreed to the further modification proposed

The approval letters obtained from the government of Karnataka and the approved alignment

are given in Fig 3 amp Fig 4

Tamil Nadu

The concurrences for Hosur portion of Tamil Nadu obtained vide letter 14787HV12017-2

dated 24012018 The approval letters obtained from government of Tamil Nadu with approved

alignments given in Fig 5 amp Fig 6

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 9

Fig 3 Concurrence obtained for alignment from Karnataka state

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 10

Fig 4 Concurrence obtained for alignment from Karnataka state

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 11

Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 12

Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 13

Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 14

14 Modifications in Original STRR

The approved alignment also gone through some further slight modifications so to amalgamate

the proposal with adjoining alignments and the details are as below

1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet

change km 0000 to km 17500 (original km 0000 to km 6500)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

1 Length of

Alignment (km) 175 65 196 1754

2 Built-up stretch Nil Nil Nil Nil

3 Terrain Plain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries Geometry is good

supports 100 Geometry is

good supports Geometry is

good supports Geometry is

good supports

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 15

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight distance with curves

widely spaced

6

Existing Land use pattern through

proposed alignment

Agricultural LandBarren Land

Industrial Land Agricultural Land

Agricultural Land Forest Land

Agricultural Land

Residential

7 Proposed ROW

(m) 75 75 75 75

8 Total Additional land required in

Hec 13125 4875 147 13155

9 No of affected

Structures (tentative)

0 20 5 20

10 ROB 1 0 1 1

11 Bridge 0 0 0 0

12 Interchange 1 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

The proposed alignment will

passes through Nijagal and

Kengal Reserve Forest

No significant environmental

impact is envisaged

15 Tentative cost (INR in crores)

94105 32089 994576 10295624

16 Merits

1 No

structureestablishment is affected 2 Connectivity

given to proposed MMLP in

Dabaspete 3 Comparatively shorter alignment

Better road

geometry could be achieved

17 Demerits

1 Alignment passes through built-up location at Dabaspete

2 Passes through the

proposed MMLP Industrial location

in Dabaspete 3Not connecting Dabaspete as a

whole

1 Larger alignment length

2 Passes through Forest land amp thus forest clearence

need to be obtained before

implimentation of project

3 Passes through the aggregate quarry area

4 Passes through abutting CISF

land

1Poor alignment Geometry 2Passing

through Built-up stretch

3Land cost will be more as the

alignement passing

through buit-up region

18 Recommendation Recommended Not

Recommended Not

Recommended Not

Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 16

2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 84 8 76

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

7 Proposed ROW

(m) 75 75 75

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 17

S No

Description Option-1 Option-2 ( original

STRR) Option-3

8 Total Additional land required in

Hec 63 60 57

9 No of affected

Structures (tentative)

0 20 20

10 ROB 1 1 1

11 Bridge 0 0 0

12 Interchange 1 1 1

13 Environmental

Impact

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

No significant environmental impact is

envisaged

15 Tentative civil cost (INR in

crores) 478854 50698 485856

16 Merits

1 No

structureestablishment is affected

2Less construction cost

3Better alignment geometry

17 Demerits

1 Passes through large number of

structures including religious structure

resulting higher land amp social cost

2 Passes through the mid of a pond

1 Alignment passes

through many existing roads resulting provision grade

separators 2 Combined

interchange of ROB and NH crossing is

required for that under construction ROB to be

demolished

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 18

3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR ) Option-3

1 Length of

Alignment (km) 36 36 57

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

Forest Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 19

S No Description Option-1 Option-2 ( original

STRR ) Option-3

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 27 27 4275

9 No of affected

Structures (tentative)

0 30 5

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

15 Tentative civil cost (INR in

crores) 169866 172866 2694545

16 Merits

1 Shorter alignment length

2 No built-up land is involved

17 Demerits

1 More than 30 establishments would

get affected 2Comparatively poor alignment geometry

1 Passes through pond

2Higher construction cost

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 20

4 Avoiding Savanadurga forest Area

Chainage km 46000 to km 52700 (Original km 34700 to km 41700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 67 7 88

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 21

S No Description Option-1 Option-2 ( original

STRR) Option-3

6

Existing Land use pattern

through proposed alignment

Mostly Barren Land

Barren Land Forest Land

Barren Land Forest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 5025 525 66

9 No of affected

Structures (tentative)

0 0 0

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

15 Tentative civil cost (INR in

crores) 3161395 330295 415228

16 Merits

1 Away from forest land resulting

ease in construction

2Better alignment geometry

17 Demerits

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 22

5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original STRR)

1 Length of Alignment

(km) 4 37

2 Built-up stretch Nil Nil

3 Terrain Plain Plain

4 Speed 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight distance

with curves widely spaced

6 Existing Land use

pattern through proposed alignment

Mostly Barren Land Barren Land Forest Land

7 Proposed ROW (m) 75 75

8 Total Additional land

required in Hec 30 2775

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

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Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

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Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

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Final Alignment Report 29

Fig 7 Final Alignment

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Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

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Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

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Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

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Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

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Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

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Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500

39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500

46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500

47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report ii

TABLE OF CONTENTS

10 GENERAL 1

11 Original STRR alignment 2

111 Modifications proposed 4

112 Value addition proposed 4

12 Connection to Hosur city 5

13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu 8

14 Satellite Towns Ring Road (STRR) Bangalore West Side 30

141 Road under progress in STRR 30

15 Declaration of STRR (west side) as NH 31

16 Project road 31

17 Environment Studies 35

18 Social Assessment 36

List of Tables

Table 1 Modified proposed Original alignment of Karnataka 5

Table 2 Comparative Statement of Proposed Alignment 6

Table 3 Major Cross road locations 31

Table 4 Proposed Highway Design Standards 32

Table 5 Tentative Land Uses along the Project 37

List of Figures

Fig 1 Original STRR Alignment as think of by Karnataka State Government 3

Fig 2 STRR proposal connect Hosur city with four options 6

Fig 3 Concurrence obtained for alignment from Karnataka state 9

Fig 4 Concurrence obtained for alignment from Karnataka state 10

Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu 11

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report iii

Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu 12

Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu 13

Fig 7 Final Alignment 29

Fig 8 Proposed Typical Cross Section of Road 34

Fig 9 Alignment passes through Banneragatta National Park 35

List of Annexures

Annexure 1 MORTH Gazette notification no 6 dated 02012018 38

Annexure 2 Horizontal Alignment details 40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 1

ALIGNMENT REPORT

10 GENERAL

The Ministry of Road Transport and Highways (MORTH) Government of India has proposed

ldquoBharat Mala Pariyojanardquo an Umbrella scheme of road development project through National

Highways Authority of India (NHAI) National Highway and Industrial Development Corporation

(NHIDC) and state Public Works Departments (PWD) at an estimated cost of INR

535000crores This is the second largest highways construction project in the country after

NHDP in that almost 50000 km of roads targeted across the country This project aim to

improve connectivity particularly on economic corridors border areas and to remote areas with

an aim of rapid and safe movement of cargo to boost exports International trade considered

as a key aspect in this scheme and northeastern states have given special focus The project

cleared by the Union Cabinet on October 25 2017

The ambitious project expected to create nearly 100million man days of jobs during the

construction and subsequently to about 22million jobs of the increased economic activity across

the country The construction will carried out through many means including debt funds

budgetary allocation private investment toll operator transfer etc The total length of around

34800km considered in phase 1 including

Economic corridors of around 9000km

Inter-corridor and feeder routes of around 6000km

National Corridors Efficiency Program of about 5000 km roads

Border and international connectivity roads of around 2000 km

Coastal and port connectivity roads of around 2000 km

Expressways of around 800 km

NHDP roads of 10000km

In pursuance of the above program NHAI appointed Ms Louis Berger Consulting Private

Limited New Delhi as Consultants to carry out the Consultancy Services for preparation of DPR

for development of Economic Corridors Inner corridors feeder Routes and Costal Roads to

improve the efficiency of fright movement in India - Lot 3Andhra Pradesh Karnataka Goa amp

Kerala Package 1 The project consists the following stretches of roads finalized as per final

Inception Report

1 Aurad ndash Bidar section - KA SH 15

2 Mydukur ndash Badvel section ndash NH 67

3 Puttur - Janappanchatram section - AP SH 4421 amp TN SH 51

4 Belagavi (Belgaum) ndash Sanquelim with a proper Connectivity to NH4A and NH 17

through existing SH ndash KA SH 54 KA SH 31 GA SH 4

5 Balance Portion of Satellite Ring Road of Bangalore (West Side) including connection

to Hosur town amp Feasibility for widening the existing SH between Anekal to Sarjapur

for Passenger traffic bound to Attibele Sarjapur to ensure ring road connectivity for

Bangalore

The Letter of Acceptance was communicated vide NHAI letter NHAIPlanning

EC2016DPRLot 3 Ap Knt Goa ampKLPackage 198598 dated 21042017 The contract

agreement signed on 1152017 vide letter NHAIplanningEC2016DPRLot 3AP Karnataka

Goa ampKL Package 199575 dated 11052017 with immediate commencement date

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 2

The draft alignment report submitted vie dated 10112017 Based on joint site visit and further

discussions held with RONHAIBangalore and PDBangalore some modifications made The

current submission is Final Alignment Report for STRR Bangalore the alignment declared

declared NH 948A

11 Original STRR alignment

In order to ensure safe smooth efficient and high speed transport corridor to Bangalore city

it is impetus that the infrastructure of city and adjoining towns anticipated the development

National Highways NH 648 (NH 207) NH 48 (NH 4) NH 275 NH 948 NH 209 amp NH 75 (Hassan

road) and majority of State Highways SH 3 SH 85 amp SH 35 pass through Bangalore city

comprising heavy commercial traffic movement Most of these traffic are not intend to pass

through the Bangalore city These traffic further aggravate the scenario in the city roads and

resulting huge traffic jams

The Government of Karnataka took steps to improve and augment network within and

neighboring area of the city to match with its phase of development Bangalore Metropolitan

Regional Development Authority (BMRDA) had planned the following network of roads

consisting the length of 367km to match these requirements

Satellite Towns Ring Road (STRR) ndash 204km

Individual Town ring Roads (ITRR) ndash 163km

The total length of STRR (204km) is exclude the stretch passing within the ITRR except for

Neelmangala town The STRR connects the important towns namely Dobbaspet

Doddaballapura Devanahalli Sulibele Hoskote Sarjapura Attibele Anekal Tattekere

Kanakapura Ramanagara and Magadi

BMRDA assigned Ms SECON for the consultancy services to undertake the topographical amp

Cadastral surveys finalize the proposed alignment and to prepare the land acquisition report

in year 2006 Subsequently the same agency was engaged to carry out the consultancy for

Techno ndashEconomic Feasibility Report in 2007The notification for land acquisition for STRR amp

ITRR issued on 12092007 and the project report approved by BMRDA on 10062008 The

proposed STRR alignment has declared as State Highway (special) -2 as per the provisions of

Karnataka Highways Act 1964 and the SE PWD Bangalore circle nominated as lsquoThe Highway

Authorityrsquo Land acquisition processes initiated vide notification NO4017-07-08 dated

19102007

The original corridor proposed with 90m right-of-way consists of divided 4lanes carriageways

with depressed median of 2050m with service roads (7m) on both sides Provision of high

speed rail corridor of 15m on one side throughout also made In addition to this utility corridor

of 5m and bus lay-bye of 4m also considered on both sides The corridor of 90m also frozen by

the state government Ring roads was also proposed to be developed individually for 8 major

towns namely Anekal Kanakapura Ramanagara Magadi Neelmangala Doddaballapura

Devanahalli amp Hoskote to act as bypass for these towns However the project shelved due to

paucity of funds with the State government

The original alignment as think of by Karnataka State government and obtained from Ms SECON through NHAI enclosed in Fig 1

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 3

Fig 1 Original STRR Alignment as think of by Karnataka State Government

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 4

However the earlier proposed alignment by the Karnataka state government passes through

some of built up stretches tanks including religious structures burial grounds etc Also during

the course of time some new activities also come up Therefore it was indispensable to further

study the alignment and update considering the current scenario along the original proposed

alignment Accordingly modifications are propose to ensure minimal social Impact and to serve

the alignment to wider spectrum of inhabitants in that region The details given below

111 Modifications proposed

1 The original alignment passes through the Dobbaspet town connecting NH 4 on

Bangalore side This extended further on Doddaballapura side towards NH 207 to

ensure avoidance of Dobbaspet town local traffic

2 The original alignment (in the cross point of Hassan road) passes through thickly built

up area in Gudermaranahalli from km 14000 to km 22000 This stretch consists of

residential school and religious structures

3 The earlier alignment passes through thickly built up area from km 22000 to km 25600

in HarthiRenganahalli

4 The original alignment passes through Savanadurga Forest area from km 34700 to km

41700 This forest also has wildlife

5 The original alignment pass through Siddadevarabetta Forest area from km 43000 to

km 46700

6 The original alignment passes through Ramadevarabetta forest area from km 57700 to

km 58300 near NH 275 crossing in Ramanagara

112 Value addition proposed

Further the alignment made value additions by connecting some cross roads and considering

the current and future proposals in that location as per below details

1 The starting point of the STRR extended to connect NH 207 (near km 131200) with a

bypass provision in Dobbaspet town on Pune side to ensure uninterrupted traffic flow

contrary to the earlier proposed location pass through the mid of built up area in

Dobbaspet It is relevant to mention that the through traffic contribute from Pune

direction on NH 4 is significant

2 There is Multi Model Logistic Park (MMLP) and proposed KIADB coming up near

Dobbaspet on SH 3 spread at about 250acres of land The Feasibility study also done

for the proposed MMLP project Therefore connection to this park is eminent and

provision made accordingly to these logistic park amp KIADB with proposed STRR

3 NHAI is currently developing bypasses to Kankapura and Ramanagara towns under

different programs to ease traffic congestion on NH 209 and NH 275 respectively Thus

in order to ensure seamless traffic flow through these proposed bypasses it is

necessary to integrate with proposed STRR at these locations

4 Hosur is an automobile industry town located in the vicinity of about 7km away from

Karnataka state border This city generates huge amount of through traffic and

currently experiencing massive traffic congestion It observed that the proposed STRR

would further deteriorate the Hosur traffic Therefore consideration of STRR taking

along this town necessitated

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 5

The modification proposed to original alignment of Karnataka state portion tabulated as below

Table 1 Modified proposed Original alignment of Karnataka

S No

STRR Original alignment (km)

as received

Modified STRR Alignment (km)

Re-Alignment Side wrt Original STRR

Alignment

Reason for change

From To Length

(km) From To

Length (km)

1 000 650 650 000 1750 1750 Right

To provide Bypass to Dobaspette town and to connect NH 207 and Proposed MMLP in

Dobaspette

2 650 1400 750 1750 2500 750 No change in original alignment

3 1400 2200 800 2500 3340 840 Left To avoid Temple and Pond

4 2200 2560 360 3340 3700 360 Left To avoid Builtup area

5 2560 3470 910 3700 4600 900 No change in original alignment

6 3470 4170 700 4600 5270 670 Right To avoid Savandurga forest

7 4170 4300 130 5270 5400 130 No change in original alignment

8 4300 4670 370 5400 5800 400 Left To avoid Siddadevarabetta

Reserve Forest

9 4670 5100 430 5800 6220 420 No change in original alignment

10 5100 6800 1700 6220 8080 1860 Left To avoid Siddadevarabetta

Vulture Sanctuary (Ramanagara)

11 6800 7400 600 8080 8675 595 No change in original alignment

12 7400 9900 2500 8675 10600 1925 Left To avoid Reserve forest and Hill

cutting (Kanakpura)

13 9900 11500 1600 10600 12185 1585 No change in original alignment

14 11500 End - 12185 17963 5778

Due to inclusion of Ring Road of Hosur town Automobile Hub of

Tamil Nadu and Connecting with proposed KITCO alignment

12 Connection to Hosur city

It was also envisage connecting the Hosur city with the proposed STRR alignment as per the

meeting held with CGMNHAI in Bangalore during the Inception study The city is located in the

proximity of only 7km from Karnataka state border The Industrial town of Hosur is also an

automobile hub of Tamil Nadu Thus this proposal will enable to disburse the traffic toward

further south in a methodical manner It also further enables a connectivity for Hosur to the

proposed Bangalore - Chennai Expressway

The proposed alignment also discussed with District Commissioner Krishnagiri and with

various stake holders district level officers and NHAI Four options proposed and all options

discussed with its merits and demerits The details given in Fig 2

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 6

Fig 2 STRR proposal connect Hosur city with four options

The comparative statements of all options of proposed Hosur bypass alignment are as below

Table 2 Comparative Statement of Proposed Alignment

No Description Option - 1

(ABHCDIEF) Option - 2

(ABGCDIEF) Option - 3

(ABHCDJEF) Option - 4

(ABGCDJEF)

1 Starting 139000 139000 139000 139000

2 Ending 190000 190000 190000 190000

3 Route

Alignment side

After Hosur airport amp

away from Kelavarapalli reservoir area

Before Hosur airport amp away from

Kelavarapalli reservoir area

After Hosur airport amp Close to

Kelavarapalli reservoir area

Before Hosur airport amp Close to

Kelavarapalli reservoir area

4 Length of

Bypass (km) 60 59 63

59

5

Length of existing

alignment bypassed

(km)

nil

nil

nil

nil

6 Built-up

stretch (km) nil

nil

nil

nil

7 Terrain Plain Plain Plain Plain

8 Speed 100 kmh 100 kmh 100 kmh 100 kmh

9 Geometries Geometry is good

supports 100 Geometry is good supports 100 kmh

Geometry is good supports

Geometry is good supports

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 7

No Description Option - 1

(ABHCDIEF) Option - 2

(ABGCDIEF) Option - 3

(ABHCDJEF) Option - 4

(ABGCDJEF)

kmh speed Good sight distance with

curves widely spaced

speed Good sight distance with curves widely

spaced

100 kmh speed Good sight distance with curves

widely spaced

100 kmh speed Good sight

distance with curves widely

spaced

10 Intersection

developments 7 7 7

7

11

Existing Land use pattern

through proposed alignment

Agricultural Land and barren land

Agricultural Land and barren land

Agricultural Land and

barren land

Agricultural Land and barren land

12 Major Bridge 2 2 2 2

13 Minor Bridge 3 3 2 2

14 Approximate Culverts (no)

120 120 130

120

15 ROB 1 1 1 1

16 Interchange 7 7 7 7

17 VUP nil nil nil nil

18 PUP nil nil nil nil

19 Proposed

ROW 90 90 90

90

20 Existing ROW 0 0 0 0

21 No of affected Settlements

nil

nil

nil

nil

22

Alignment passes through villages

Agasa Timanahalli Patnagere

Gollahalli Muttur Mattakur

Agraharam Achettipalli

Kothur Peranadapalli

Attur Pathamuthalli

Avalapalli Eluvapalli Nallur Chikhanathpuram

Kothapalli Sarjapur

Agasa Timanahalli Singasandra

KomaranapalliPoonahalli Achettipalli

Kothur Peranadapalli

Attur Pathamuthalli

Avalapalli Eluvapalli Nallur Chikhanathpuram

Kothapalli Sarjapur

Agasa Timanahalli Patnagere Gollahalli

Muttur Mattakur

Agraharam Achettipalli

Kothur Peranadapalli Nandi

maglam Baglur

Kaganur Sarjapura

Agasa Timanahalli Singasandra

Komaranapalli Poonahalli Achettipalli

Kothur Peranadapalli Nandimaglam

Baglur Kaganur Sarjapur

23 Social Impact Not significant Not significant Not significant Not significant

24 Environmental

Impact Not significant Not significant Not significant Not significant

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Final Alignment Report 8

The merits and demerits for the Hosur alignment inclusion in STRR are as follow

Merits

Enabling new spatial distribution of business housing in Hosur city

Improved road geometry will ensure enhanced traffic safety and reduction in road

accident rate

Major cross roads intersections will provisioned with free flow interchanges and will

catalyzed development of Industrial sited located near to this places

Will remove through truck traffic from cityrsquos main artery

More local traffic may get encouraged to use a route previously avoided due to heavy

truck traffic

Proactive planning by local authorities will further catalyze industrial development

Will benefits the town in revenues real estate and job opportunities

Demerit

The overall alignment length will increase and result higher land acquisition and

construction costs

Based on facts presented the district administration recommended and approved Option 4

(ABGCDJEF) for consideration

13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu

Karnataka

The original alignment validated with current developments in that region and the updated

alignment discussed with NHAI Accordingly this updated STRR alignment submitted to NHAI

vide our reference 4800182-GGN-OC-019 dated 05102017 for Concurrences from

Government of Karnataka NHAI submitted to Government of Karnataka to seek consent to the

modifications proposed in STRR vide letter NHAI12012Lot 3Package 1I2017PIU-BNG

(EXP)530 dated 09102017

The government of Karnataka vide its letter PWD518CNH2017 dated 27102017 conveyed

the concurrences NHAI vide letter NHAIPlanningEC2016DPRLot 3AP-KT-Goa amp

KeralaPkg 11087-28 dated 17112017 agreed to the further modification proposed

The approval letters obtained from the government of Karnataka and the approved alignment

are given in Fig 3 amp Fig 4

Tamil Nadu

The concurrences for Hosur portion of Tamil Nadu obtained vide letter 14787HV12017-2

dated 24012018 The approval letters obtained from government of Tamil Nadu with approved

alignments given in Fig 5 amp Fig 6

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Final Alignment Report 9

Fig 3 Concurrence obtained for alignment from Karnataka state

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Final Alignment Report 10

Fig 4 Concurrence obtained for alignment from Karnataka state

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Final Alignment Report 11

Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu

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Final Alignment Report 12

Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu

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Final Alignment Report 13

Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu

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Final Alignment Report 14

14 Modifications in Original STRR

The approved alignment also gone through some further slight modifications so to amalgamate

the proposal with adjoining alignments and the details are as below

1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet

change km 0000 to km 17500 (original km 0000 to km 6500)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

1 Length of

Alignment (km) 175 65 196 1754

2 Built-up stretch Nil Nil Nil Nil

3 Terrain Plain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries Geometry is good

supports 100 Geometry is

good supports Geometry is

good supports Geometry is

good supports

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Final Alignment Report 15

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight distance with curves

widely spaced

6

Existing Land use pattern through

proposed alignment

Agricultural LandBarren Land

Industrial Land Agricultural Land

Agricultural Land Forest Land

Agricultural Land

Residential

7 Proposed ROW

(m) 75 75 75 75

8 Total Additional land required in

Hec 13125 4875 147 13155

9 No of affected

Structures (tentative)

0 20 5 20

10 ROB 1 0 1 1

11 Bridge 0 0 0 0

12 Interchange 1 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

The proposed alignment will

passes through Nijagal and

Kengal Reserve Forest

No significant environmental

impact is envisaged

15 Tentative cost (INR in crores)

94105 32089 994576 10295624

16 Merits

1 No

structureestablishment is affected 2 Connectivity

given to proposed MMLP in

Dabaspete 3 Comparatively shorter alignment

Better road

geometry could be achieved

17 Demerits

1 Alignment passes through built-up location at Dabaspete

2 Passes through the

proposed MMLP Industrial location

in Dabaspete 3Not connecting Dabaspete as a

whole

1 Larger alignment length

2 Passes through Forest land amp thus forest clearence

need to be obtained before

implimentation of project

3 Passes through the aggregate quarry area

4 Passes through abutting CISF

land

1Poor alignment Geometry 2Passing

through Built-up stretch

3Land cost will be more as the

alignement passing

through buit-up region

18 Recommendation Recommended Not

Recommended Not

Recommended Not

Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 16

2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 84 8 76

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

7 Proposed ROW

(m) 75 75 75

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Final Alignment Report 17

S No

Description Option-1 Option-2 ( original

STRR) Option-3

8 Total Additional land required in

Hec 63 60 57

9 No of affected

Structures (tentative)

0 20 20

10 ROB 1 1 1

11 Bridge 0 0 0

12 Interchange 1 1 1

13 Environmental

Impact

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

No significant environmental impact is

envisaged

15 Tentative civil cost (INR in

crores) 478854 50698 485856

16 Merits

1 No

structureestablishment is affected

2Less construction cost

3Better alignment geometry

17 Demerits

1 Passes through large number of

structures including religious structure

resulting higher land amp social cost

2 Passes through the mid of a pond

1 Alignment passes

through many existing roads resulting provision grade

separators 2 Combined

interchange of ROB and NH crossing is

required for that under construction ROB to be

demolished

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 18

3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR ) Option-3

1 Length of

Alignment (km) 36 36 57

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

Forest Land

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Final Alignment Report 19

S No Description Option-1 Option-2 ( original

STRR ) Option-3

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 27 27 4275

9 No of affected

Structures (tentative)

0 30 5

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

15 Tentative civil cost (INR in

crores) 169866 172866 2694545

16 Merits

1 Shorter alignment length

2 No built-up land is involved

17 Demerits

1 More than 30 establishments would

get affected 2Comparatively poor alignment geometry

1 Passes through pond

2Higher construction cost

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 20

4 Avoiding Savanadurga forest Area

Chainage km 46000 to km 52700 (Original km 34700 to km 41700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 67 7 88

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

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Final Alignment Report 21

S No Description Option-1 Option-2 ( original

STRR) Option-3

6

Existing Land use pattern

through proposed alignment

Mostly Barren Land

Barren Land Forest Land

Barren Land Forest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 5025 525 66

9 No of affected

Structures (tentative)

0 0 0

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

15 Tentative civil cost (INR in

crores) 3161395 330295 415228

16 Merits

1 Away from forest land resulting

ease in construction

2Better alignment geometry

17 Demerits

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 22

5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original STRR)

1 Length of Alignment

(km) 4 37

2 Built-up stretch Nil Nil

3 Terrain Plain Plain

4 Speed 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight distance

with curves widely spaced

6 Existing Land use

pattern through proposed alignment

Mostly Barren Land Barren Land Forest Land

7 Proposed ROW (m) 75 75

8 Total Additional land

required in Hec 30 2775

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Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

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Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 29

Fig 7 Final Alignment

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500

39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500

46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500

47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report iii

Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu 12

Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu 13

Fig 7 Final Alignment 29

Fig 8 Proposed Typical Cross Section of Road 34

Fig 9 Alignment passes through Banneragatta National Park 35

List of Annexures

Annexure 1 MORTH Gazette notification no 6 dated 02012018 38

Annexure 2 Horizontal Alignment details 40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 1

ALIGNMENT REPORT

10 GENERAL

The Ministry of Road Transport and Highways (MORTH) Government of India has proposed

ldquoBharat Mala Pariyojanardquo an Umbrella scheme of road development project through National

Highways Authority of India (NHAI) National Highway and Industrial Development Corporation

(NHIDC) and state Public Works Departments (PWD) at an estimated cost of INR

535000crores This is the second largest highways construction project in the country after

NHDP in that almost 50000 km of roads targeted across the country This project aim to

improve connectivity particularly on economic corridors border areas and to remote areas with

an aim of rapid and safe movement of cargo to boost exports International trade considered

as a key aspect in this scheme and northeastern states have given special focus The project

cleared by the Union Cabinet on October 25 2017

The ambitious project expected to create nearly 100million man days of jobs during the

construction and subsequently to about 22million jobs of the increased economic activity across

the country The construction will carried out through many means including debt funds

budgetary allocation private investment toll operator transfer etc The total length of around

34800km considered in phase 1 including

Economic corridors of around 9000km

Inter-corridor and feeder routes of around 6000km

National Corridors Efficiency Program of about 5000 km roads

Border and international connectivity roads of around 2000 km

Coastal and port connectivity roads of around 2000 km

Expressways of around 800 km

NHDP roads of 10000km

In pursuance of the above program NHAI appointed Ms Louis Berger Consulting Private

Limited New Delhi as Consultants to carry out the Consultancy Services for preparation of DPR

for development of Economic Corridors Inner corridors feeder Routes and Costal Roads to

improve the efficiency of fright movement in India - Lot 3Andhra Pradesh Karnataka Goa amp

Kerala Package 1 The project consists the following stretches of roads finalized as per final

Inception Report

1 Aurad ndash Bidar section - KA SH 15

2 Mydukur ndash Badvel section ndash NH 67

3 Puttur - Janappanchatram section - AP SH 4421 amp TN SH 51

4 Belagavi (Belgaum) ndash Sanquelim with a proper Connectivity to NH4A and NH 17

through existing SH ndash KA SH 54 KA SH 31 GA SH 4

5 Balance Portion of Satellite Ring Road of Bangalore (West Side) including connection

to Hosur town amp Feasibility for widening the existing SH between Anekal to Sarjapur

for Passenger traffic bound to Attibele Sarjapur to ensure ring road connectivity for

Bangalore

The Letter of Acceptance was communicated vide NHAI letter NHAIPlanning

EC2016DPRLot 3 Ap Knt Goa ampKLPackage 198598 dated 21042017 The contract

agreement signed on 1152017 vide letter NHAIplanningEC2016DPRLot 3AP Karnataka

Goa ampKL Package 199575 dated 11052017 with immediate commencement date

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 2

The draft alignment report submitted vie dated 10112017 Based on joint site visit and further

discussions held with RONHAIBangalore and PDBangalore some modifications made The

current submission is Final Alignment Report for STRR Bangalore the alignment declared

declared NH 948A

11 Original STRR alignment

In order to ensure safe smooth efficient and high speed transport corridor to Bangalore city

it is impetus that the infrastructure of city and adjoining towns anticipated the development

National Highways NH 648 (NH 207) NH 48 (NH 4) NH 275 NH 948 NH 209 amp NH 75 (Hassan

road) and majority of State Highways SH 3 SH 85 amp SH 35 pass through Bangalore city

comprising heavy commercial traffic movement Most of these traffic are not intend to pass

through the Bangalore city These traffic further aggravate the scenario in the city roads and

resulting huge traffic jams

The Government of Karnataka took steps to improve and augment network within and

neighboring area of the city to match with its phase of development Bangalore Metropolitan

Regional Development Authority (BMRDA) had planned the following network of roads

consisting the length of 367km to match these requirements

Satellite Towns Ring Road (STRR) ndash 204km

Individual Town ring Roads (ITRR) ndash 163km

The total length of STRR (204km) is exclude the stretch passing within the ITRR except for

Neelmangala town The STRR connects the important towns namely Dobbaspet

Doddaballapura Devanahalli Sulibele Hoskote Sarjapura Attibele Anekal Tattekere

Kanakapura Ramanagara and Magadi

BMRDA assigned Ms SECON for the consultancy services to undertake the topographical amp

Cadastral surveys finalize the proposed alignment and to prepare the land acquisition report

in year 2006 Subsequently the same agency was engaged to carry out the consultancy for

Techno ndashEconomic Feasibility Report in 2007The notification for land acquisition for STRR amp

ITRR issued on 12092007 and the project report approved by BMRDA on 10062008 The

proposed STRR alignment has declared as State Highway (special) -2 as per the provisions of

Karnataka Highways Act 1964 and the SE PWD Bangalore circle nominated as lsquoThe Highway

Authorityrsquo Land acquisition processes initiated vide notification NO4017-07-08 dated

19102007

The original corridor proposed with 90m right-of-way consists of divided 4lanes carriageways

with depressed median of 2050m with service roads (7m) on both sides Provision of high

speed rail corridor of 15m on one side throughout also made In addition to this utility corridor

of 5m and bus lay-bye of 4m also considered on both sides The corridor of 90m also frozen by

the state government Ring roads was also proposed to be developed individually for 8 major

towns namely Anekal Kanakapura Ramanagara Magadi Neelmangala Doddaballapura

Devanahalli amp Hoskote to act as bypass for these towns However the project shelved due to

paucity of funds with the State government

The original alignment as think of by Karnataka State government and obtained from Ms SECON through NHAI enclosed in Fig 1

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 3

Fig 1 Original STRR Alignment as think of by Karnataka State Government

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 4

However the earlier proposed alignment by the Karnataka state government passes through

some of built up stretches tanks including religious structures burial grounds etc Also during

the course of time some new activities also come up Therefore it was indispensable to further

study the alignment and update considering the current scenario along the original proposed

alignment Accordingly modifications are propose to ensure minimal social Impact and to serve

the alignment to wider spectrum of inhabitants in that region The details given below

111 Modifications proposed

1 The original alignment passes through the Dobbaspet town connecting NH 4 on

Bangalore side This extended further on Doddaballapura side towards NH 207 to

ensure avoidance of Dobbaspet town local traffic

2 The original alignment (in the cross point of Hassan road) passes through thickly built

up area in Gudermaranahalli from km 14000 to km 22000 This stretch consists of

residential school and religious structures

3 The earlier alignment passes through thickly built up area from km 22000 to km 25600

in HarthiRenganahalli

4 The original alignment passes through Savanadurga Forest area from km 34700 to km

41700 This forest also has wildlife

5 The original alignment pass through Siddadevarabetta Forest area from km 43000 to

km 46700

6 The original alignment passes through Ramadevarabetta forest area from km 57700 to

km 58300 near NH 275 crossing in Ramanagara

112 Value addition proposed

Further the alignment made value additions by connecting some cross roads and considering

the current and future proposals in that location as per below details

1 The starting point of the STRR extended to connect NH 207 (near km 131200) with a

bypass provision in Dobbaspet town on Pune side to ensure uninterrupted traffic flow

contrary to the earlier proposed location pass through the mid of built up area in

Dobbaspet It is relevant to mention that the through traffic contribute from Pune

direction on NH 4 is significant

2 There is Multi Model Logistic Park (MMLP) and proposed KIADB coming up near

Dobbaspet on SH 3 spread at about 250acres of land The Feasibility study also done

for the proposed MMLP project Therefore connection to this park is eminent and

provision made accordingly to these logistic park amp KIADB with proposed STRR

3 NHAI is currently developing bypasses to Kankapura and Ramanagara towns under

different programs to ease traffic congestion on NH 209 and NH 275 respectively Thus

in order to ensure seamless traffic flow through these proposed bypasses it is

necessary to integrate with proposed STRR at these locations

4 Hosur is an automobile industry town located in the vicinity of about 7km away from

Karnataka state border This city generates huge amount of through traffic and

currently experiencing massive traffic congestion It observed that the proposed STRR

would further deteriorate the Hosur traffic Therefore consideration of STRR taking

along this town necessitated

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 5

The modification proposed to original alignment of Karnataka state portion tabulated as below

Table 1 Modified proposed Original alignment of Karnataka

S No

STRR Original alignment (km)

as received

Modified STRR Alignment (km)

Re-Alignment Side wrt Original STRR

Alignment

Reason for change

From To Length

(km) From To

Length (km)

1 000 650 650 000 1750 1750 Right

To provide Bypass to Dobaspette town and to connect NH 207 and Proposed MMLP in

Dobaspette

2 650 1400 750 1750 2500 750 No change in original alignment

3 1400 2200 800 2500 3340 840 Left To avoid Temple and Pond

4 2200 2560 360 3340 3700 360 Left To avoid Builtup area

5 2560 3470 910 3700 4600 900 No change in original alignment

6 3470 4170 700 4600 5270 670 Right To avoid Savandurga forest

7 4170 4300 130 5270 5400 130 No change in original alignment

8 4300 4670 370 5400 5800 400 Left To avoid Siddadevarabetta

Reserve Forest

9 4670 5100 430 5800 6220 420 No change in original alignment

10 5100 6800 1700 6220 8080 1860 Left To avoid Siddadevarabetta

Vulture Sanctuary (Ramanagara)

11 6800 7400 600 8080 8675 595 No change in original alignment

12 7400 9900 2500 8675 10600 1925 Left To avoid Reserve forest and Hill

cutting (Kanakpura)

13 9900 11500 1600 10600 12185 1585 No change in original alignment

14 11500 End - 12185 17963 5778

Due to inclusion of Ring Road of Hosur town Automobile Hub of

Tamil Nadu and Connecting with proposed KITCO alignment

12 Connection to Hosur city

It was also envisage connecting the Hosur city with the proposed STRR alignment as per the

meeting held with CGMNHAI in Bangalore during the Inception study The city is located in the

proximity of only 7km from Karnataka state border The Industrial town of Hosur is also an

automobile hub of Tamil Nadu Thus this proposal will enable to disburse the traffic toward

further south in a methodical manner It also further enables a connectivity for Hosur to the

proposed Bangalore - Chennai Expressway

The proposed alignment also discussed with District Commissioner Krishnagiri and with

various stake holders district level officers and NHAI Four options proposed and all options

discussed with its merits and demerits The details given in Fig 2

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 6

Fig 2 STRR proposal connect Hosur city with four options

The comparative statements of all options of proposed Hosur bypass alignment are as below

Table 2 Comparative Statement of Proposed Alignment

No Description Option - 1

(ABHCDIEF) Option - 2

(ABGCDIEF) Option - 3

(ABHCDJEF) Option - 4

(ABGCDJEF)

1 Starting 139000 139000 139000 139000

2 Ending 190000 190000 190000 190000

3 Route

Alignment side

After Hosur airport amp

away from Kelavarapalli reservoir area

Before Hosur airport amp away from

Kelavarapalli reservoir area

After Hosur airport amp Close to

Kelavarapalli reservoir area

Before Hosur airport amp Close to

Kelavarapalli reservoir area

4 Length of

Bypass (km) 60 59 63

59

5

Length of existing

alignment bypassed

(km)

nil

nil

nil

nil

6 Built-up

stretch (km) nil

nil

nil

nil

7 Terrain Plain Plain Plain Plain

8 Speed 100 kmh 100 kmh 100 kmh 100 kmh

9 Geometries Geometry is good

supports 100 Geometry is good supports 100 kmh

Geometry is good supports

Geometry is good supports

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 7

No Description Option - 1

(ABHCDIEF) Option - 2

(ABGCDIEF) Option - 3

(ABHCDJEF) Option - 4

(ABGCDJEF)

kmh speed Good sight distance with

curves widely spaced

speed Good sight distance with curves widely

spaced

100 kmh speed Good sight distance with curves

widely spaced

100 kmh speed Good sight

distance with curves widely

spaced

10 Intersection

developments 7 7 7

7

11

Existing Land use pattern

through proposed alignment

Agricultural Land and barren land

Agricultural Land and barren land

Agricultural Land and

barren land

Agricultural Land and barren land

12 Major Bridge 2 2 2 2

13 Minor Bridge 3 3 2 2

14 Approximate Culverts (no)

120 120 130

120

15 ROB 1 1 1 1

16 Interchange 7 7 7 7

17 VUP nil nil nil nil

18 PUP nil nil nil nil

19 Proposed

ROW 90 90 90

90

20 Existing ROW 0 0 0 0

21 No of affected Settlements

nil

nil

nil

nil

22

Alignment passes through villages

Agasa Timanahalli Patnagere

Gollahalli Muttur Mattakur

Agraharam Achettipalli

Kothur Peranadapalli

Attur Pathamuthalli

Avalapalli Eluvapalli Nallur Chikhanathpuram

Kothapalli Sarjapur

Agasa Timanahalli Singasandra

KomaranapalliPoonahalli Achettipalli

Kothur Peranadapalli

Attur Pathamuthalli

Avalapalli Eluvapalli Nallur Chikhanathpuram

Kothapalli Sarjapur

Agasa Timanahalli Patnagere Gollahalli

Muttur Mattakur

Agraharam Achettipalli

Kothur Peranadapalli Nandi

maglam Baglur

Kaganur Sarjapura

Agasa Timanahalli Singasandra

Komaranapalli Poonahalli Achettipalli

Kothur Peranadapalli Nandimaglam

Baglur Kaganur Sarjapur

23 Social Impact Not significant Not significant Not significant Not significant

24 Environmental

Impact Not significant Not significant Not significant Not significant

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 8

The merits and demerits for the Hosur alignment inclusion in STRR are as follow

Merits

Enabling new spatial distribution of business housing in Hosur city

Improved road geometry will ensure enhanced traffic safety and reduction in road

accident rate

Major cross roads intersections will provisioned with free flow interchanges and will

catalyzed development of Industrial sited located near to this places

Will remove through truck traffic from cityrsquos main artery

More local traffic may get encouraged to use a route previously avoided due to heavy

truck traffic

Proactive planning by local authorities will further catalyze industrial development

Will benefits the town in revenues real estate and job opportunities

Demerit

The overall alignment length will increase and result higher land acquisition and

construction costs

Based on facts presented the district administration recommended and approved Option 4

(ABGCDJEF) for consideration

13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu

Karnataka

The original alignment validated with current developments in that region and the updated

alignment discussed with NHAI Accordingly this updated STRR alignment submitted to NHAI

vide our reference 4800182-GGN-OC-019 dated 05102017 for Concurrences from

Government of Karnataka NHAI submitted to Government of Karnataka to seek consent to the

modifications proposed in STRR vide letter NHAI12012Lot 3Package 1I2017PIU-BNG

(EXP)530 dated 09102017

The government of Karnataka vide its letter PWD518CNH2017 dated 27102017 conveyed

the concurrences NHAI vide letter NHAIPlanningEC2016DPRLot 3AP-KT-Goa amp

KeralaPkg 11087-28 dated 17112017 agreed to the further modification proposed

The approval letters obtained from the government of Karnataka and the approved alignment

are given in Fig 3 amp Fig 4

Tamil Nadu

The concurrences for Hosur portion of Tamil Nadu obtained vide letter 14787HV12017-2

dated 24012018 The approval letters obtained from government of Tamil Nadu with approved

alignments given in Fig 5 amp Fig 6

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 9

Fig 3 Concurrence obtained for alignment from Karnataka state

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 10

Fig 4 Concurrence obtained for alignment from Karnataka state

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 11

Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 12

Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 13

Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 14

14 Modifications in Original STRR

The approved alignment also gone through some further slight modifications so to amalgamate

the proposal with adjoining alignments and the details are as below

1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet

change km 0000 to km 17500 (original km 0000 to km 6500)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

1 Length of

Alignment (km) 175 65 196 1754

2 Built-up stretch Nil Nil Nil Nil

3 Terrain Plain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries Geometry is good

supports 100 Geometry is

good supports Geometry is

good supports Geometry is

good supports

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 15

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight distance with curves

widely spaced

6

Existing Land use pattern through

proposed alignment

Agricultural LandBarren Land

Industrial Land Agricultural Land

Agricultural Land Forest Land

Agricultural Land

Residential

7 Proposed ROW

(m) 75 75 75 75

8 Total Additional land required in

Hec 13125 4875 147 13155

9 No of affected

Structures (tentative)

0 20 5 20

10 ROB 1 0 1 1

11 Bridge 0 0 0 0

12 Interchange 1 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

The proposed alignment will

passes through Nijagal and

Kengal Reserve Forest

No significant environmental

impact is envisaged

15 Tentative cost (INR in crores)

94105 32089 994576 10295624

16 Merits

1 No

structureestablishment is affected 2 Connectivity

given to proposed MMLP in

Dabaspete 3 Comparatively shorter alignment

Better road

geometry could be achieved

17 Demerits

1 Alignment passes through built-up location at Dabaspete

2 Passes through the

proposed MMLP Industrial location

in Dabaspete 3Not connecting Dabaspete as a

whole

1 Larger alignment length

2 Passes through Forest land amp thus forest clearence

need to be obtained before

implimentation of project

3 Passes through the aggregate quarry area

4 Passes through abutting CISF

land

1Poor alignment Geometry 2Passing

through Built-up stretch

3Land cost will be more as the

alignement passing

through buit-up region

18 Recommendation Recommended Not

Recommended Not

Recommended Not

Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 16

2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 84 8 76

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

7 Proposed ROW

(m) 75 75 75

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 17

S No

Description Option-1 Option-2 ( original

STRR) Option-3

8 Total Additional land required in

Hec 63 60 57

9 No of affected

Structures (tentative)

0 20 20

10 ROB 1 1 1

11 Bridge 0 0 0

12 Interchange 1 1 1

13 Environmental

Impact

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

No significant environmental impact is

envisaged

15 Tentative civil cost (INR in

crores) 478854 50698 485856

16 Merits

1 No

structureestablishment is affected

2Less construction cost

3Better alignment geometry

17 Demerits

1 Passes through large number of

structures including religious structure

resulting higher land amp social cost

2 Passes through the mid of a pond

1 Alignment passes

through many existing roads resulting provision grade

separators 2 Combined

interchange of ROB and NH crossing is

required for that under construction ROB to be

demolished

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 18

3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR ) Option-3

1 Length of

Alignment (km) 36 36 57

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

Forest Land

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Final Alignment Report 19

S No Description Option-1 Option-2 ( original

STRR ) Option-3

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 27 27 4275

9 No of affected

Structures (tentative)

0 30 5

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

15 Tentative civil cost (INR in

crores) 169866 172866 2694545

16 Merits

1 Shorter alignment length

2 No built-up land is involved

17 Demerits

1 More than 30 establishments would

get affected 2Comparatively poor alignment geometry

1 Passes through pond

2Higher construction cost

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 20

4 Avoiding Savanadurga forest Area

Chainage km 46000 to km 52700 (Original km 34700 to km 41700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 67 7 88

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

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Final Alignment Report 21

S No Description Option-1 Option-2 ( original

STRR) Option-3

6

Existing Land use pattern

through proposed alignment

Mostly Barren Land

Barren Land Forest Land

Barren Land Forest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 5025 525 66

9 No of affected

Structures (tentative)

0 0 0

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

15 Tentative civil cost (INR in

crores) 3161395 330295 415228

16 Merits

1 Away from forest land resulting

ease in construction

2Better alignment geometry

17 Demerits

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 22

5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original STRR)

1 Length of Alignment

(km) 4 37

2 Built-up stretch Nil Nil

3 Terrain Plain Plain

4 Speed 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight distance

with curves widely spaced

6 Existing Land use

pattern through proposed alignment

Mostly Barren Land Barren Land Forest Land

7 Proposed ROW (m) 75 75

8 Total Additional land

required in Hec 30 2775

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Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

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Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

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Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

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Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

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Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

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Final Alignment Report 29

Fig 7 Final Alignment

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Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

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Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

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Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

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Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

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Fig 8 Proposed Typical Cross Section of Road

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Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

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Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

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Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500

39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500

46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500

47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 1

ALIGNMENT REPORT

10 GENERAL

The Ministry of Road Transport and Highways (MORTH) Government of India has proposed

ldquoBharat Mala Pariyojanardquo an Umbrella scheme of road development project through National

Highways Authority of India (NHAI) National Highway and Industrial Development Corporation

(NHIDC) and state Public Works Departments (PWD) at an estimated cost of INR

535000crores This is the second largest highways construction project in the country after

NHDP in that almost 50000 km of roads targeted across the country This project aim to

improve connectivity particularly on economic corridors border areas and to remote areas with

an aim of rapid and safe movement of cargo to boost exports International trade considered

as a key aspect in this scheme and northeastern states have given special focus The project

cleared by the Union Cabinet on October 25 2017

The ambitious project expected to create nearly 100million man days of jobs during the

construction and subsequently to about 22million jobs of the increased economic activity across

the country The construction will carried out through many means including debt funds

budgetary allocation private investment toll operator transfer etc The total length of around

34800km considered in phase 1 including

Economic corridors of around 9000km

Inter-corridor and feeder routes of around 6000km

National Corridors Efficiency Program of about 5000 km roads

Border and international connectivity roads of around 2000 km

Coastal and port connectivity roads of around 2000 km

Expressways of around 800 km

NHDP roads of 10000km

In pursuance of the above program NHAI appointed Ms Louis Berger Consulting Private

Limited New Delhi as Consultants to carry out the Consultancy Services for preparation of DPR

for development of Economic Corridors Inner corridors feeder Routes and Costal Roads to

improve the efficiency of fright movement in India - Lot 3Andhra Pradesh Karnataka Goa amp

Kerala Package 1 The project consists the following stretches of roads finalized as per final

Inception Report

1 Aurad ndash Bidar section - KA SH 15

2 Mydukur ndash Badvel section ndash NH 67

3 Puttur - Janappanchatram section - AP SH 4421 amp TN SH 51

4 Belagavi (Belgaum) ndash Sanquelim with a proper Connectivity to NH4A and NH 17

through existing SH ndash KA SH 54 KA SH 31 GA SH 4

5 Balance Portion of Satellite Ring Road of Bangalore (West Side) including connection

to Hosur town amp Feasibility for widening the existing SH between Anekal to Sarjapur

for Passenger traffic bound to Attibele Sarjapur to ensure ring road connectivity for

Bangalore

The Letter of Acceptance was communicated vide NHAI letter NHAIPlanning

EC2016DPRLot 3 Ap Knt Goa ampKLPackage 198598 dated 21042017 The contract

agreement signed on 1152017 vide letter NHAIplanningEC2016DPRLot 3AP Karnataka

Goa ampKL Package 199575 dated 11052017 with immediate commencement date

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 2

The draft alignment report submitted vie dated 10112017 Based on joint site visit and further

discussions held with RONHAIBangalore and PDBangalore some modifications made The

current submission is Final Alignment Report for STRR Bangalore the alignment declared

declared NH 948A

11 Original STRR alignment

In order to ensure safe smooth efficient and high speed transport corridor to Bangalore city

it is impetus that the infrastructure of city and adjoining towns anticipated the development

National Highways NH 648 (NH 207) NH 48 (NH 4) NH 275 NH 948 NH 209 amp NH 75 (Hassan

road) and majority of State Highways SH 3 SH 85 amp SH 35 pass through Bangalore city

comprising heavy commercial traffic movement Most of these traffic are not intend to pass

through the Bangalore city These traffic further aggravate the scenario in the city roads and

resulting huge traffic jams

The Government of Karnataka took steps to improve and augment network within and

neighboring area of the city to match with its phase of development Bangalore Metropolitan

Regional Development Authority (BMRDA) had planned the following network of roads

consisting the length of 367km to match these requirements

Satellite Towns Ring Road (STRR) ndash 204km

Individual Town ring Roads (ITRR) ndash 163km

The total length of STRR (204km) is exclude the stretch passing within the ITRR except for

Neelmangala town The STRR connects the important towns namely Dobbaspet

Doddaballapura Devanahalli Sulibele Hoskote Sarjapura Attibele Anekal Tattekere

Kanakapura Ramanagara and Magadi

BMRDA assigned Ms SECON for the consultancy services to undertake the topographical amp

Cadastral surveys finalize the proposed alignment and to prepare the land acquisition report

in year 2006 Subsequently the same agency was engaged to carry out the consultancy for

Techno ndashEconomic Feasibility Report in 2007The notification for land acquisition for STRR amp

ITRR issued on 12092007 and the project report approved by BMRDA on 10062008 The

proposed STRR alignment has declared as State Highway (special) -2 as per the provisions of

Karnataka Highways Act 1964 and the SE PWD Bangalore circle nominated as lsquoThe Highway

Authorityrsquo Land acquisition processes initiated vide notification NO4017-07-08 dated

19102007

The original corridor proposed with 90m right-of-way consists of divided 4lanes carriageways

with depressed median of 2050m with service roads (7m) on both sides Provision of high

speed rail corridor of 15m on one side throughout also made In addition to this utility corridor

of 5m and bus lay-bye of 4m also considered on both sides The corridor of 90m also frozen by

the state government Ring roads was also proposed to be developed individually for 8 major

towns namely Anekal Kanakapura Ramanagara Magadi Neelmangala Doddaballapura

Devanahalli amp Hoskote to act as bypass for these towns However the project shelved due to

paucity of funds with the State government

The original alignment as think of by Karnataka State government and obtained from Ms SECON through NHAI enclosed in Fig 1

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 3

Fig 1 Original STRR Alignment as think of by Karnataka State Government

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Final Alignment Report 4

However the earlier proposed alignment by the Karnataka state government passes through

some of built up stretches tanks including religious structures burial grounds etc Also during

the course of time some new activities also come up Therefore it was indispensable to further

study the alignment and update considering the current scenario along the original proposed

alignment Accordingly modifications are propose to ensure minimal social Impact and to serve

the alignment to wider spectrum of inhabitants in that region The details given below

111 Modifications proposed

1 The original alignment passes through the Dobbaspet town connecting NH 4 on

Bangalore side This extended further on Doddaballapura side towards NH 207 to

ensure avoidance of Dobbaspet town local traffic

2 The original alignment (in the cross point of Hassan road) passes through thickly built

up area in Gudermaranahalli from km 14000 to km 22000 This stretch consists of

residential school and religious structures

3 The earlier alignment passes through thickly built up area from km 22000 to km 25600

in HarthiRenganahalli

4 The original alignment passes through Savanadurga Forest area from km 34700 to km

41700 This forest also has wildlife

5 The original alignment pass through Siddadevarabetta Forest area from km 43000 to

km 46700

6 The original alignment passes through Ramadevarabetta forest area from km 57700 to

km 58300 near NH 275 crossing in Ramanagara

112 Value addition proposed

Further the alignment made value additions by connecting some cross roads and considering

the current and future proposals in that location as per below details

1 The starting point of the STRR extended to connect NH 207 (near km 131200) with a

bypass provision in Dobbaspet town on Pune side to ensure uninterrupted traffic flow

contrary to the earlier proposed location pass through the mid of built up area in

Dobbaspet It is relevant to mention that the through traffic contribute from Pune

direction on NH 4 is significant

2 There is Multi Model Logistic Park (MMLP) and proposed KIADB coming up near

Dobbaspet on SH 3 spread at about 250acres of land The Feasibility study also done

for the proposed MMLP project Therefore connection to this park is eminent and

provision made accordingly to these logistic park amp KIADB with proposed STRR

3 NHAI is currently developing bypasses to Kankapura and Ramanagara towns under

different programs to ease traffic congestion on NH 209 and NH 275 respectively Thus

in order to ensure seamless traffic flow through these proposed bypasses it is

necessary to integrate with proposed STRR at these locations

4 Hosur is an automobile industry town located in the vicinity of about 7km away from

Karnataka state border This city generates huge amount of through traffic and

currently experiencing massive traffic congestion It observed that the proposed STRR

would further deteriorate the Hosur traffic Therefore consideration of STRR taking

along this town necessitated

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Final Alignment Report 5

The modification proposed to original alignment of Karnataka state portion tabulated as below

Table 1 Modified proposed Original alignment of Karnataka

S No

STRR Original alignment (km)

as received

Modified STRR Alignment (km)

Re-Alignment Side wrt Original STRR

Alignment

Reason for change

From To Length

(km) From To

Length (km)

1 000 650 650 000 1750 1750 Right

To provide Bypass to Dobaspette town and to connect NH 207 and Proposed MMLP in

Dobaspette

2 650 1400 750 1750 2500 750 No change in original alignment

3 1400 2200 800 2500 3340 840 Left To avoid Temple and Pond

4 2200 2560 360 3340 3700 360 Left To avoid Builtup area

5 2560 3470 910 3700 4600 900 No change in original alignment

6 3470 4170 700 4600 5270 670 Right To avoid Savandurga forest

7 4170 4300 130 5270 5400 130 No change in original alignment

8 4300 4670 370 5400 5800 400 Left To avoid Siddadevarabetta

Reserve Forest

9 4670 5100 430 5800 6220 420 No change in original alignment

10 5100 6800 1700 6220 8080 1860 Left To avoid Siddadevarabetta

Vulture Sanctuary (Ramanagara)

11 6800 7400 600 8080 8675 595 No change in original alignment

12 7400 9900 2500 8675 10600 1925 Left To avoid Reserve forest and Hill

cutting (Kanakpura)

13 9900 11500 1600 10600 12185 1585 No change in original alignment

14 11500 End - 12185 17963 5778

Due to inclusion of Ring Road of Hosur town Automobile Hub of

Tamil Nadu and Connecting with proposed KITCO alignment

12 Connection to Hosur city

It was also envisage connecting the Hosur city with the proposed STRR alignment as per the

meeting held with CGMNHAI in Bangalore during the Inception study The city is located in the

proximity of only 7km from Karnataka state border The Industrial town of Hosur is also an

automobile hub of Tamil Nadu Thus this proposal will enable to disburse the traffic toward

further south in a methodical manner It also further enables a connectivity for Hosur to the

proposed Bangalore - Chennai Expressway

The proposed alignment also discussed with District Commissioner Krishnagiri and with

various stake holders district level officers and NHAI Four options proposed and all options

discussed with its merits and demerits The details given in Fig 2

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Final Alignment Report 6

Fig 2 STRR proposal connect Hosur city with four options

The comparative statements of all options of proposed Hosur bypass alignment are as below

Table 2 Comparative Statement of Proposed Alignment

No Description Option - 1

(ABHCDIEF) Option - 2

(ABGCDIEF) Option - 3

(ABHCDJEF) Option - 4

(ABGCDJEF)

1 Starting 139000 139000 139000 139000

2 Ending 190000 190000 190000 190000

3 Route

Alignment side

After Hosur airport amp

away from Kelavarapalli reservoir area

Before Hosur airport amp away from

Kelavarapalli reservoir area

After Hosur airport amp Close to

Kelavarapalli reservoir area

Before Hosur airport amp Close to

Kelavarapalli reservoir area

4 Length of

Bypass (km) 60 59 63

59

5

Length of existing

alignment bypassed

(km)

nil

nil

nil

nil

6 Built-up

stretch (km) nil

nil

nil

nil

7 Terrain Plain Plain Plain Plain

8 Speed 100 kmh 100 kmh 100 kmh 100 kmh

9 Geometries Geometry is good

supports 100 Geometry is good supports 100 kmh

Geometry is good supports

Geometry is good supports

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No Description Option - 1

(ABHCDIEF) Option - 2

(ABGCDIEF) Option - 3

(ABHCDJEF) Option - 4

(ABGCDJEF)

kmh speed Good sight distance with

curves widely spaced

speed Good sight distance with curves widely

spaced

100 kmh speed Good sight distance with curves

widely spaced

100 kmh speed Good sight

distance with curves widely

spaced

10 Intersection

developments 7 7 7

7

11

Existing Land use pattern

through proposed alignment

Agricultural Land and barren land

Agricultural Land and barren land

Agricultural Land and

barren land

Agricultural Land and barren land

12 Major Bridge 2 2 2 2

13 Minor Bridge 3 3 2 2

14 Approximate Culverts (no)

120 120 130

120

15 ROB 1 1 1 1

16 Interchange 7 7 7 7

17 VUP nil nil nil nil

18 PUP nil nil nil nil

19 Proposed

ROW 90 90 90

90

20 Existing ROW 0 0 0 0

21 No of affected Settlements

nil

nil

nil

nil

22

Alignment passes through villages

Agasa Timanahalli Patnagere

Gollahalli Muttur Mattakur

Agraharam Achettipalli

Kothur Peranadapalli

Attur Pathamuthalli

Avalapalli Eluvapalli Nallur Chikhanathpuram

Kothapalli Sarjapur

Agasa Timanahalli Singasandra

KomaranapalliPoonahalli Achettipalli

Kothur Peranadapalli

Attur Pathamuthalli

Avalapalli Eluvapalli Nallur Chikhanathpuram

Kothapalli Sarjapur

Agasa Timanahalli Patnagere Gollahalli

Muttur Mattakur

Agraharam Achettipalli

Kothur Peranadapalli Nandi

maglam Baglur

Kaganur Sarjapura

Agasa Timanahalli Singasandra

Komaranapalli Poonahalli Achettipalli

Kothur Peranadapalli Nandimaglam

Baglur Kaganur Sarjapur

23 Social Impact Not significant Not significant Not significant Not significant

24 Environmental

Impact Not significant Not significant Not significant Not significant

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Final Alignment Report 8

The merits and demerits for the Hosur alignment inclusion in STRR are as follow

Merits

Enabling new spatial distribution of business housing in Hosur city

Improved road geometry will ensure enhanced traffic safety and reduction in road

accident rate

Major cross roads intersections will provisioned with free flow interchanges and will

catalyzed development of Industrial sited located near to this places

Will remove through truck traffic from cityrsquos main artery

More local traffic may get encouraged to use a route previously avoided due to heavy

truck traffic

Proactive planning by local authorities will further catalyze industrial development

Will benefits the town in revenues real estate and job opportunities

Demerit

The overall alignment length will increase and result higher land acquisition and

construction costs

Based on facts presented the district administration recommended and approved Option 4

(ABGCDJEF) for consideration

13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu

Karnataka

The original alignment validated with current developments in that region and the updated

alignment discussed with NHAI Accordingly this updated STRR alignment submitted to NHAI

vide our reference 4800182-GGN-OC-019 dated 05102017 for Concurrences from

Government of Karnataka NHAI submitted to Government of Karnataka to seek consent to the

modifications proposed in STRR vide letter NHAI12012Lot 3Package 1I2017PIU-BNG

(EXP)530 dated 09102017

The government of Karnataka vide its letter PWD518CNH2017 dated 27102017 conveyed

the concurrences NHAI vide letter NHAIPlanningEC2016DPRLot 3AP-KT-Goa amp

KeralaPkg 11087-28 dated 17112017 agreed to the further modification proposed

The approval letters obtained from the government of Karnataka and the approved alignment

are given in Fig 3 amp Fig 4

Tamil Nadu

The concurrences for Hosur portion of Tamil Nadu obtained vide letter 14787HV12017-2

dated 24012018 The approval letters obtained from government of Tamil Nadu with approved

alignments given in Fig 5 amp Fig 6

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Final Alignment Report 9

Fig 3 Concurrence obtained for alignment from Karnataka state

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Final Alignment Report 10

Fig 4 Concurrence obtained for alignment from Karnataka state

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Final Alignment Report 11

Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu

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Final Alignment Report 12

Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu

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Final Alignment Report 13

Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu

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Final Alignment Report 14

14 Modifications in Original STRR

The approved alignment also gone through some further slight modifications so to amalgamate

the proposal with adjoining alignments and the details are as below

1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet

change km 0000 to km 17500 (original km 0000 to km 6500)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

1 Length of

Alignment (km) 175 65 196 1754

2 Built-up stretch Nil Nil Nil Nil

3 Terrain Plain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries Geometry is good

supports 100 Geometry is

good supports Geometry is

good supports Geometry is

good supports

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Final Alignment Report 15

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight distance with curves

widely spaced

6

Existing Land use pattern through

proposed alignment

Agricultural LandBarren Land

Industrial Land Agricultural Land

Agricultural Land Forest Land

Agricultural Land

Residential

7 Proposed ROW

(m) 75 75 75 75

8 Total Additional land required in

Hec 13125 4875 147 13155

9 No of affected

Structures (tentative)

0 20 5 20

10 ROB 1 0 1 1

11 Bridge 0 0 0 0

12 Interchange 1 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

The proposed alignment will

passes through Nijagal and

Kengal Reserve Forest

No significant environmental

impact is envisaged

15 Tentative cost (INR in crores)

94105 32089 994576 10295624

16 Merits

1 No

structureestablishment is affected 2 Connectivity

given to proposed MMLP in

Dabaspete 3 Comparatively shorter alignment

Better road

geometry could be achieved

17 Demerits

1 Alignment passes through built-up location at Dabaspete

2 Passes through the

proposed MMLP Industrial location

in Dabaspete 3Not connecting Dabaspete as a

whole

1 Larger alignment length

2 Passes through Forest land amp thus forest clearence

need to be obtained before

implimentation of project

3 Passes through the aggregate quarry area

4 Passes through abutting CISF

land

1Poor alignment Geometry 2Passing

through Built-up stretch

3Land cost will be more as the

alignement passing

through buit-up region

18 Recommendation Recommended Not

Recommended Not

Recommended Not

Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 16

2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 84 8 76

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

7 Proposed ROW

(m) 75 75 75

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Final Alignment Report 17

S No

Description Option-1 Option-2 ( original

STRR) Option-3

8 Total Additional land required in

Hec 63 60 57

9 No of affected

Structures (tentative)

0 20 20

10 ROB 1 1 1

11 Bridge 0 0 0

12 Interchange 1 1 1

13 Environmental

Impact

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

No significant environmental impact is

envisaged

15 Tentative civil cost (INR in

crores) 478854 50698 485856

16 Merits

1 No

structureestablishment is affected

2Less construction cost

3Better alignment geometry

17 Demerits

1 Passes through large number of

structures including religious structure

resulting higher land amp social cost

2 Passes through the mid of a pond

1 Alignment passes

through many existing roads resulting provision grade

separators 2 Combined

interchange of ROB and NH crossing is

required for that under construction ROB to be

demolished

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 18

3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR ) Option-3

1 Length of

Alignment (km) 36 36 57

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

Forest Land

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Final Alignment Report 19

S No Description Option-1 Option-2 ( original

STRR ) Option-3

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 27 27 4275

9 No of affected

Structures (tentative)

0 30 5

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

15 Tentative civil cost (INR in

crores) 169866 172866 2694545

16 Merits

1 Shorter alignment length

2 No built-up land is involved

17 Demerits

1 More than 30 establishments would

get affected 2Comparatively poor alignment geometry

1 Passes through pond

2Higher construction cost

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 20

4 Avoiding Savanadurga forest Area

Chainage km 46000 to km 52700 (Original km 34700 to km 41700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 67 7 88

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

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Final Alignment Report 21

S No Description Option-1 Option-2 ( original

STRR) Option-3

6

Existing Land use pattern

through proposed alignment

Mostly Barren Land

Barren Land Forest Land

Barren Land Forest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 5025 525 66

9 No of affected

Structures (tentative)

0 0 0

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

15 Tentative civil cost (INR in

crores) 3161395 330295 415228

16 Merits

1 Away from forest land resulting

ease in construction

2Better alignment geometry

17 Demerits

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 22

5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original STRR)

1 Length of Alignment

(km) 4 37

2 Built-up stretch Nil Nil

3 Terrain Plain Plain

4 Speed 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight distance

with curves widely spaced

6 Existing Land use

pattern through proposed alignment

Mostly Barren Land Barren Land Forest Land

7 Proposed ROW (m) 75 75

8 Total Additional land

required in Hec 30 2775

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Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

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Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

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Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 29

Fig 7 Final Alignment

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500

39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500

46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500

47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 2

The draft alignment report submitted vie dated 10112017 Based on joint site visit and further

discussions held with RONHAIBangalore and PDBangalore some modifications made The

current submission is Final Alignment Report for STRR Bangalore the alignment declared

declared NH 948A

11 Original STRR alignment

In order to ensure safe smooth efficient and high speed transport corridor to Bangalore city

it is impetus that the infrastructure of city and adjoining towns anticipated the development

National Highways NH 648 (NH 207) NH 48 (NH 4) NH 275 NH 948 NH 209 amp NH 75 (Hassan

road) and majority of State Highways SH 3 SH 85 amp SH 35 pass through Bangalore city

comprising heavy commercial traffic movement Most of these traffic are not intend to pass

through the Bangalore city These traffic further aggravate the scenario in the city roads and

resulting huge traffic jams

The Government of Karnataka took steps to improve and augment network within and

neighboring area of the city to match with its phase of development Bangalore Metropolitan

Regional Development Authority (BMRDA) had planned the following network of roads

consisting the length of 367km to match these requirements

Satellite Towns Ring Road (STRR) ndash 204km

Individual Town ring Roads (ITRR) ndash 163km

The total length of STRR (204km) is exclude the stretch passing within the ITRR except for

Neelmangala town The STRR connects the important towns namely Dobbaspet

Doddaballapura Devanahalli Sulibele Hoskote Sarjapura Attibele Anekal Tattekere

Kanakapura Ramanagara and Magadi

BMRDA assigned Ms SECON for the consultancy services to undertake the topographical amp

Cadastral surveys finalize the proposed alignment and to prepare the land acquisition report

in year 2006 Subsequently the same agency was engaged to carry out the consultancy for

Techno ndashEconomic Feasibility Report in 2007The notification for land acquisition for STRR amp

ITRR issued on 12092007 and the project report approved by BMRDA on 10062008 The

proposed STRR alignment has declared as State Highway (special) -2 as per the provisions of

Karnataka Highways Act 1964 and the SE PWD Bangalore circle nominated as lsquoThe Highway

Authorityrsquo Land acquisition processes initiated vide notification NO4017-07-08 dated

19102007

The original corridor proposed with 90m right-of-way consists of divided 4lanes carriageways

with depressed median of 2050m with service roads (7m) on both sides Provision of high

speed rail corridor of 15m on one side throughout also made In addition to this utility corridor

of 5m and bus lay-bye of 4m also considered on both sides The corridor of 90m also frozen by

the state government Ring roads was also proposed to be developed individually for 8 major

towns namely Anekal Kanakapura Ramanagara Magadi Neelmangala Doddaballapura

Devanahalli amp Hoskote to act as bypass for these towns However the project shelved due to

paucity of funds with the State government

The original alignment as think of by Karnataka State government and obtained from Ms SECON through NHAI enclosed in Fig 1

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 3

Fig 1 Original STRR Alignment as think of by Karnataka State Government

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 4

However the earlier proposed alignment by the Karnataka state government passes through

some of built up stretches tanks including religious structures burial grounds etc Also during

the course of time some new activities also come up Therefore it was indispensable to further

study the alignment and update considering the current scenario along the original proposed

alignment Accordingly modifications are propose to ensure minimal social Impact and to serve

the alignment to wider spectrum of inhabitants in that region The details given below

111 Modifications proposed

1 The original alignment passes through the Dobbaspet town connecting NH 4 on

Bangalore side This extended further on Doddaballapura side towards NH 207 to

ensure avoidance of Dobbaspet town local traffic

2 The original alignment (in the cross point of Hassan road) passes through thickly built

up area in Gudermaranahalli from km 14000 to km 22000 This stretch consists of

residential school and religious structures

3 The earlier alignment passes through thickly built up area from km 22000 to km 25600

in HarthiRenganahalli

4 The original alignment passes through Savanadurga Forest area from km 34700 to km

41700 This forest also has wildlife

5 The original alignment pass through Siddadevarabetta Forest area from km 43000 to

km 46700

6 The original alignment passes through Ramadevarabetta forest area from km 57700 to

km 58300 near NH 275 crossing in Ramanagara

112 Value addition proposed

Further the alignment made value additions by connecting some cross roads and considering

the current and future proposals in that location as per below details

1 The starting point of the STRR extended to connect NH 207 (near km 131200) with a

bypass provision in Dobbaspet town on Pune side to ensure uninterrupted traffic flow

contrary to the earlier proposed location pass through the mid of built up area in

Dobbaspet It is relevant to mention that the through traffic contribute from Pune

direction on NH 4 is significant

2 There is Multi Model Logistic Park (MMLP) and proposed KIADB coming up near

Dobbaspet on SH 3 spread at about 250acres of land The Feasibility study also done

for the proposed MMLP project Therefore connection to this park is eminent and

provision made accordingly to these logistic park amp KIADB with proposed STRR

3 NHAI is currently developing bypasses to Kankapura and Ramanagara towns under

different programs to ease traffic congestion on NH 209 and NH 275 respectively Thus

in order to ensure seamless traffic flow through these proposed bypasses it is

necessary to integrate with proposed STRR at these locations

4 Hosur is an automobile industry town located in the vicinity of about 7km away from

Karnataka state border This city generates huge amount of through traffic and

currently experiencing massive traffic congestion It observed that the proposed STRR

would further deteriorate the Hosur traffic Therefore consideration of STRR taking

along this town necessitated

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 5

The modification proposed to original alignment of Karnataka state portion tabulated as below

Table 1 Modified proposed Original alignment of Karnataka

S No

STRR Original alignment (km)

as received

Modified STRR Alignment (km)

Re-Alignment Side wrt Original STRR

Alignment

Reason for change

From To Length

(km) From To

Length (km)

1 000 650 650 000 1750 1750 Right

To provide Bypass to Dobaspette town and to connect NH 207 and Proposed MMLP in

Dobaspette

2 650 1400 750 1750 2500 750 No change in original alignment

3 1400 2200 800 2500 3340 840 Left To avoid Temple and Pond

4 2200 2560 360 3340 3700 360 Left To avoid Builtup area

5 2560 3470 910 3700 4600 900 No change in original alignment

6 3470 4170 700 4600 5270 670 Right To avoid Savandurga forest

7 4170 4300 130 5270 5400 130 No change in original alignment

8 4300 4670 370 5400 5800 400 Left To avoid Siddadevarabetta

Reserve Forest

9 4670 5100 430 5800 6220 420 No change in original alignment

10 5100 6800 1700 6220 8080 1860 Left To avoid Siddadevarabetta

Vulture Sanctuary (Ramanagara)

11 6800 7400 600 8080 8675 595 No change in original alignment

12 7400 9900 2500 8675 10600 1925 Left To avoid Reserve forest and Hill

cutting (Kanakpura)

13 9900 11500 1600 10600 12185 1585 No change in original alignment

14 11500 End - 12185 17963 5778

Due to inclusion of Ring Road of Hosur town Automobile Hub of

Tamil Nadu and Connecting with proposed KITCO alignment

12 Connection to Hosur city

It was also envisage connecting the Hosur city with the proposed STRR alignment as per the

meeting held with CGMNHAI in Bangalore during the Inception study The city is located in the

proximity of only 7km from Karnataka state border The Industrial town of Hosur is also an

automobile hub of Tamil Nadu Thus this proposal will enable to disburse the traffic toward

further south in a methodical manner It also further enables a connectivity for Hosur to the

proposed Bangalore - Chennai Expressway

The proposed alignment also discussed with District Commissioner Krishnagiri and with

various stake holders district level officers and NHAI Four options proposed and all options

discussed with its merits and demerits The details given in Fig 2

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 6

Fig 2 STRR proposal connect Hosur city with four options

The comparative statements of all options of proposed Hosur bypass alignment are as below

Table 2 Comparative Statement of Proposed Alignment

No Description Option - 1

(ABHCDIEF) Option - 2

(ABGCDIEF) Option - 3

(ABHCDJEF) Option - 4

(ABGCDJEF)

1 Starting 139000 139000 139000 139000

2 Ending 190000 190000 190000 190000

3 Route

Alignment side

After Hosur airport amp

away from Kelavarapalli reservoir area

Before Hosur airport amp away from

Kelavarapalli reservoir area

After Hosur airport amp Close to

Kelavarapalli reservoir area

Before Hosur airport amp Close to

Kelavarapalli reservoir area

4 Length of

Bypass (km) 60 59 63

59

5

Length of existing

alignment bypassed

(km)

nil

nil

nil

nil

6 Built-up

stretch (km) nil

nil

nil

nil

7 Terrain Plain Plain Plain Plain

8 Speed 100 kmh 100 kmh 100 kmh 100 kmh

9 Geometries Geometry is good

supports 100 Geometry is good supports 100 kmh

Geometry is good supports

Geometry is good supports

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 7

No Description Option - 1

(ABHCDIEF) Option - 2

(ABGCDIEF) Option - 3

(ABHCDJEF) Option - 4

(ABGCDJEF)

kmh speed Good sight distance with

curves widely spaced

speed Good sight distance with curves widely

spaced

100 kmh speed Good sight distance with curves

widely spaced

100 kmh speed Good sight

distance with curves widely

spaced

10 Intersection

developments 7 7 7

7

11

Existing Land use pattern

through proposed alignment

Agricultural Land and barren land

Agricultural Land and barren land

Agricultural Land and

barren land

Agricultural Land and barren land

12 Major Bridge 2 2 2 2

13 Minor Bridge 3 3 2 2

14 Approximate Culverts (no)

120 120 130

120

15 ROB 1 1 1 1

16 Interchange 7 7 7 7

17 VUP nil nil nil nil

18 PUP nil nil nil nil

19 Proposed

ROW 90 90 90

90

20 Existing ROW 0 0 0 0

21 No of affected Settlements

nil

nil

nil

nil

22

Alignment passes through villages

Agasa Timanahalli Patnagere

Gollahalli Muttur Mattakur

Agraharam Achettipalli

Kothur Peranadapalli

Attur Pathamuthalli

Avalapalli Eluvapalli Nallur Chikhanathpuram

Kothapalli Sarjapur

Agasa Timanahalli Singasandra

KomaranapalliPoonahalli Achettipalli

Kothur Peranadapalli

Attur Pathamuthalli

Avalapalli Eluvapalli Nallur Chikhanathpuram

Kothapalli Sarjapur

Agasa Timanahalli Patnagere Gollahalli

Muttur Mattakur

Agraharam Achettipalli

Kothur Peranadapalli Nandi

maglam Baglur

Kaganur Sarjapura

Agasa Timanahalli Singasandra

Komaranapalli Poonahalli Achettipalli

Kothur Peranadapalli Nandimaglam

Baglur Kaganur Sarjapur

23 Social Impact Not significant Not significant Not significant Not significant

24 Environmental

Impact Not significant Not significant Not significant Not significant

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 8

The merits and demerits for the Hosur alignment inclusion in STRR are as follow

Merits

Enabling new spatial distribution of business housing in Hosur city

Improved road geometry will ensure enhanced traffic safety and reduction in road

accident rate

Major cross roads intersections will provisioned with free flow interchanges and will

catalyzed development of Industrial sited located near to this places

Will remove through truck traffic from cityrsquos main artery

More local traffic may get encouraged to use a route previously avoided due to heavy

truck traffic

Proactive planning by local authorities will further catalyze industrial development

Will benefits the town in revenues real estate and job opportunities

Demerit

The overall alignment length will increase and result higher land acquisition and

construction costs

Based on facts presented the district administration recommended and approved Option 4

(ABGCDJEF) for consideration

13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu

Karnataka

The original alignment validated with current developments in that region and the updated

alignment discussed with NHAI Accordingly this updated STRR alignment submitted to NHAI

vide our reference 4800182-GGN-OC-019 dated 05102017 for Concurrences from

Government of Karnataka NHAI submitted to Government of Karnataka to seek consent to the

modifications proposed in STRR vide letter NHAI12012Lot 3Package 1I2017PIU-BNG

(EXP)530 dated 09102017

The government of Karnataka vide its letter PWD518CNH2017 dated 27102017 conveyed

the concurrences NHAI vide letter NHAIPlanningEC2016DPRLot 3AP-KT-Goa amp

KeralaPkg 11087-28 dated 17112017 agreed to the further modification proposed

The approval letters obtained from the government of Karnataka and the approved alignment

are given in Fig 3 amp Fig 4

Tamil Nadu

The concurrences for Hosur portion of Tamil Nadu obtained vide letter 14787HV12017-2

dated 24012018 The approval letters obtained from government of Tamil Nadu with approved

alignments given in Fig 5 amp Fig 6

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 9

Fig 3 Concurrence obtained for alignment from Karnataka state

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 10

Fig 4 Concurrence obtained for alignment from Karnataka state

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 11

Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 12

Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 13

Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 14

14 Modifications in Original STRR

The approved alignment also gone through some further slight modifications so to amalgamate

the proposal with adjoining alignments and the details are as below

1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet

change km 0000 to km 17500 (original km 0000 to km 6500)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

1 Length of

Alignment (km) 175 65 196 1754

2 Built-up stretch Nil Nil Nil Nil

3 Terrain Plain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries Geometry is good

supports 100 Geometry is

good supports Geometry is

good supports Geometry is

good supports

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 15

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight distance with curves

widely spaced

6

Existing Land use pattern through

proposed alignment

Agricultural LandBarren Land

Industrial Land Agricultural Land

Agricultural Land Forest Land

Agricultural Land

Residential

7 Proposed ROW

(m) 75 75 75 75

8 Total Additional land required in

Hec 13125 4875 147 13155

9 No of affected

Structures (tentative)

0 20 5 20

10 ROB 1 0 1 1

11 Bridge 0 0 0 0

12 Interchange 1 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

The proposed alignment will

passes through Nijagal and

Kengal Reserve Forest

No significant environmental

impact is envisaged

15 Tentative cost (INR in crores)

94105 32089 994576 10295624

16 Merits

1 No

structureestablishment is affected 2 Connectivity

given to proposed MMLP in

Dabaspete 3 Comparatively shorter alignment

Better road

geometry could be achieved

17 Demerits

1 Alignment passes through built-up location at Dabaspete

2 Passes through the

proposed MMLP Industrial location

in Dabaspete 3Not connecting Dabaspete as a

whole

1 Larger alignment length

2 Passes through Forest land amp thus forest clearence

need to be obtained before

implimentation of project

3 Passes through the aggregate quarry area

4 Passes through abutting CISF

land

1Poor alignment Geometry 2Passing

through Built-up stretch

3Land cost will be more as the

alignement passing

through buit-up region

18 Recommendation Recommended Not

Recommended Not

Recommended Not

Recommended

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Final Alignment Report 16

2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 84 8 76

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

7 Proposed ROW

(m) 75 75 75

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Final Alignment Report 17

S No

Description Option-1 Option-2 ( original

STRR) Option-3

8 Total Additional land required in

Hec 63 60 57

9 No of affected

Structures (tentative)

0 20 20

10 ROB 1 1 1

11 Bridge 0 0 0

12 Interchange 1 1 1

13 Environmental

Impact

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

No significant environmental impact is

envisaged

15 Tentative civil cost (INR in

crores) 478854 50698 485856

16 Merits

1 No

structureestablishment is affected

2Less construction cost

3Better alignment geometry

17 Demerits

1 Passes through large number of

structures including religious structure

resulting higher land amp social cost

2 Passes through the mid of a pond

1 Alignment passes

through many existing roads resulting provision grade

separators 2 Combined

interchange of ROB and NH crossing is

required for that under construction ROB to be

demolished

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 18

3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR ) Option-3

1 Length of

Alignment (km) 36 36 57

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

Forest Land

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Final Alignment Report 19

S No Description Option-1 Option-2 ( original

STRR ) Option-3

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 27 27 4275

9 No of affected

Structures (tentative)

0 30 5

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

15 Tentative civil cost (INR in

crores) 169866 172866 2694545

16 Merits

1 Shorter alignment length

2 No built-up land is involved

17 Demerits

1 More than 30 establishments would

get affected 2Comparatively poor alignment geometry

1 Passes through pond

2Higher construction cost

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 20

4 Avoiding Savanadurga forest Area

Chainage km 46000 to km 52700 (Original km 34700 to km 41700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 67 7 88

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 21

S No Description Option-1 Option-2 ( original

STRR) Option-3

6

Existing Land use pattern

through proposed alignment

Mostly Barren Land

Barren Land Forest Land

Barren Land Forest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 5025 525 66

9 No of affected

Structures (tentative)

0 0 0

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

15 Tentative civil cost (INR in

crores) 3161395 330295 415228

16 Merits

1 Away from forest land resulting

ease in construction

2Better alignment geometry

17 Demerits

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 22

5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original STRR)

1 Length of Alignment

(km) 4 37

2 Built-up stretch Nil Nil

3 Terrain Plain Plain

4 Speed 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight distance

with curves widely spaced

6 Existing Land use

pattern through proposed alignment

Mostly Barren Land Barren Land Forest Land

7 Proposed ROW (m) 75 75

8 Total Additional land

required in Hec 30 2775

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Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

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Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

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Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

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Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

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Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

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Final Alignment Report 29

Fig 7 Final Alignment

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Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

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Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

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Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

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Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

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Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

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Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

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Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500

39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500

46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500

47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 3

Fig 1 Original STRR Alignment as think of by Karnataka State Government

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 4

However the earlier proposed alignment by the Karnataka state government passes through

some of built up stretches tanks including religious structures burial grounds etc Also during

the course of time some new activities also come up Therefore it was indispensable to further

study the alignment and update considering the current scenario along the original proposed

alignment Accordingly modifications are propose to ensure minimal social Impact and to serve

the alignment to wider spectrum of inhabitants in that region The details given below

111 Modifications proposed

1 The original alignment passes through the Dobbaspet town connecting NH 4 on

Bangalore side This extended further on Doddaballapura side towards NH 207 to

ensure avoidance of Dobbaspet town local traffic

2 The original alignment (in the cross point of Hassan road) passes through thickly built

up area in Gudermaranahalli from km 14000 to km 22000 This stretch consists of

residential school and religious structures

3 The earlier alignment passes through thickly built up area from km 22000 to km 25600

in HarthiRenganahalli

4 The original alignment passes through Savanadurga Forest area from km 34700 to km

41700 This forest also has wildlife

5 The original alignment pass through Siddadevarabetta Forest area from km 43000 to

km 46700

6 The original alignment passes through Ramadevarabetta forest area from km 57700 to

km 58300 near NH 275 crossing in Ramanagara

112 Value addition proposed

Further the alignment made value additions by connecting some cross roads and considering

the current and future proposals in that location as per below details

1 The starting point of the STRR extended to connect NH 207 (near km 131200) with a

bypass provision in Dobbaspet town on Pune side to ensure uninterrupted traffic flow

contrary to the earlier proposed location pass through the mid of built up area in

Dobbaspet It is relevant to mention that the through traffic contribute from Pune

direction on NH 4 is significant

2 There is Multi Model Logistic Park (MMLP) and proposed KIADB coming up near

Dobbaspet on SH 3 spread at about 250acres of land The Feasibility study also done

for the proposed MMLP project Therefore connection to this park is eminent and

provision made accordingly to these logistic park amp KIADB with proposed STRR

3 NHAI is currently developing bypasses to Kankapura and Ramanagara towns under

different programs to ease traffic congestion on NH 209 and NH 275 respectively Thus

in order to ensure seamless traffic flow through these proposed bypasses it is

necessary to integrate with proposed STRR at these locations

4 Hosur is an automobile industry town located in the vicinity of about 7km away from

Karnataka state border This city generates huge amount of through traffic and

currently experiencing massive traffic congestion It observed that the proposed STRR

would further deteriorate the Hosur traffic Therefore consideration of STRR taking

along this town necessitated

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 5

The modification proposed to original alignment of Karnataka state portion tabulated as below

Table 1 Modified proposed Original alignment of Karnataka

S No

STRR Original alignment (km)

as received

Modified STRR Alignment (km)

Re-Alignment Side wrt Original STRR

Alignment

Reason for change

From To Length

(km) From To

Length (km)

1 000 650 650 000 1750 1750 Right

To provide Bypass to Dobaspette town and to connect NH 207 and Proposed MMLP in

Dobaspette

2 650 1400 750 1750 2500 750 No change in original alignment

3 1400 2200 800 2500 3340 840 Left To avoid Temple and Pond

4 2200 2560 360 3340 3700 360 Left To avoid Builtup area

5 2560 3470 910 3700 4600 900 No change in original alignment

6 3470 4170 700 4600 5270 670 Right To avoid Savandurga forest

7 4170 4300 130 5270 5400 130 No change in original alignment

8 4300 4670 370 5400 5800 400 Left To avoid Siddadevarabetta

Reserve Forest

9 4670 5100 430 5800 6220 420 No change in original alignment

10 5100 6800 1700 6220 8080 1860 Left To avoid Siddadevarabetta

Vulture Sanctuary (Ramanagara)

11 6800 7400 600 8080 8675 595 No change in original alignment

12 7400 9900 2500 8675 10600 1925 Left To avoid Reserve forest and Hill

cutting (Kanakpura)

13 9900 11500 1600 10600 12185 1585 No change in original alignment

14 11500 End - 12185 17963 5778

Due to inclusion of Ring Road of Hosur town Automobile Hub of

Tamil Nadu and Connecting with proposed KITCO alignment

12 Connection to Hosur city

It was also envisage connecting the Hosur city with the proposed STRR alignment as per the

meeting held with CGMNHAI in Bangalore during the Inception study The city is located in the

proximity of only 7km from Karnataka state border The Industrial town of Hosur is also an

automobile hub of Tamil Nadu Thus this proposal will enable to disburse the traffic toward

further south in a methodical manner It also further enables a connectivity for Hosur to the

proposed Bangalore - Chennai Expressway

The proposed alignment also discussed with District Commissioner Krishnagiri and with

various stake holders district level officers and NHAI Four options proposed and all options

discussed with its merits and demerits The details given in Fig 2

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Final Alignment Report 6

Fig 2 STRR proposal connect Hosur city with four options

The comparative statements of all options of proposed Hosur bypass alignment are as below

Table 2 Comparative Statement of Proposed Alignment

No Description Option - 1

(ABHCDIEF) Option - 2

(ABGCDIEF) Option - 3

(ABHCDJEF) Option - 4

(ABGCDJEF)

1 Starting 139000 139000 139000 139000

2 Ending 190000 190000 190000 190000

3 Route

Alignment side

After Hosur airport amp

away from Kelavarapalli reservoir area

Before Hosur airport amp away from

Kelavarapalli reservoir area

After Hosur airport amp Close to

Kelavarapalli reservoir area

Before Hosur airport amp Close to

Kelavarapalli reservoir area

4 Length of

Bypass (km) 60 59 63

59

5

Length of existing

alignment bypassed

(km)

nil

nil

nil

nil

6 Built-up

stretch (km) nil

nil

nil

nil

7 Terrain Plain Plain Plain Plain

8 Speed 100 kmh 100 kmh 100 kmh 100 kmh

9 Geometries Geometry is good

supports 100 Geometry is good supports 100 kmh

Geometry is good supports

Geometry is good supports

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No Description Option - 1

(ABHCDIEF) Option - 2

(ABGCDIEF) Option - 3

(ABHCDJEF) Option - 4

(ABGCDJEF)

kmh speed Good sight distance with

curves widely spaced

speed Good sight distance with curves widely

spaced

100 kmh speed Good sight distance with curves

widely spaced

100 kmh speed Good sight

distance with curves widely

spaced

10 Intersection

developments 7 7 7

7

11

Existing Land use pattern

through proposed alignment

Agricultural Land and barren land

Agricultural Land and barren land

Agricultural Land and

barren land

Agricultural Land and barren land

12 Major Bridge 2 2 2 2

13 Minor Bridge 3 3 2 2

14 Approximate Culverts (no)

120 120 130

120

15 ROB 1 1 1 1

16 Interchange 7 7 7 7

17 VUP nil nil nil nil

18 PUP nil nil nil nil

19 Proposed

ROW 90 90 90

90

20 Existing ROW 0 0 0 0

21 No of affected Settlements

nil

nil

nil

nil

22

Alignment passes through villages

Agasa Timanahalli Patnagere

Gollahalli Muttur Mattakur

Agraharam Achettipalli

Kothur Peranadapalli

Attur Pathamuthalli

Avalapalli Eluvapalli Nallur Chikhanathpuram

Kothapalli Sarjapur

Agasa Timanahalli Singasandra

KomaranapalliPoonahalli Achettipalli

Kothur Peranadapalli

Attur Pathamuthalli

Avalapalli Eluvapalli Nallur Chikhanathpuram

Kothapalli Sarjapur

Agasa Timanahalli Patnagere Gollahalli

Muttur Mattakur

Agraharam Achettipalli

Kothur Peranadapalli Nandi

maglam Baglur

Kaganur Sarjapura

Agasa Timanahalli Singasandra

Komaranapalli Poonahalli Achettipalli

Kothur Peranadapalli Nandimaglam

Baglur Kaganur Sarjapur

23 Social Impact Not significant Not significant Not significant Not significant

24 Environmental

Impact Not significant Not significant Not significant Not significant

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Final Alignment Report 8

The merits and demerits for the Hosur alignment inclusion in STRR are as follow

Merits

Enabling new spatial distribution of business housing in Hosur city

Improved road geometry will ensure enhanced traffic safety and reduction in road

accident rate

Major cross roads intersections will provisioned with free flow interchanges and will

catalyzed development of Industrial sited located near to this places

Will remove through truck traffic from cityrsquos main artery

More local traffic may get encouraged to use a route previously avoided due to heavy

truck traffic

Proactive planning by local authorities will further catalyze industrial development

Will benefits the town in revenues real estate and job opportunities

Demerit

The overall alignment length will increase and result higher land acquisition and

construction costs

Based on facts presented the district administration recommended and approved Option 4

(ABGCDJEF) for consideration

13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu

Karnataka

The original alignment validated with current developments in that region and the updated

alignment discussed with NHAI Accordingly this updated STRR alignment submitted to NHAI

vide our reference 4800182-GGN-OC-019 dated 05102017 for Concurrences from

Government of Karnataka NHAI submitted to Government of Karnataka to seek consent to the

modifications proposed in STRR vide letter NHAI12012Lot 3Package 1I2017PIU-BNG

(EXP)530 dated 09102017

The government of Karnataka vide its letter PWD518CNH2017 dated 27102017 conveyed

the concurrences NHAI vide letter NHAIPlanningEC2016DPRLot 3AP-KT-Goa amp

KeralaPkg 11087-28 dated 17112017 agreed to the further modification proposed

The approval letters obtained from the government of Karnataka and the approved alignment

are given in Fig 3 amp Fig 4

Tamil Nadu

The concurrences for Hosur portion of Tamil Nadu obtained vide letter 14787HV12017-2

dated 24012018 The approval letters obtained from government of Tamil Nadu with approved

alignments given in Fig 5 amp Fig 6

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Final Alignment Report 9

Fig 3 Concurrence obtained for alignment from Karnataka state

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Final Alignment Report 10

Fig 4 Concurrence obtained for alignment from Karnataka state

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Final Alignment Report 11

Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu

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Final Alignment Report 12

Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu

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Final Alignment Report 13

Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu

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Final Alignment Report 14

14 Modifications in Original STRR

The approved alignment also gone through some further slight modifications so to amalgamate

the proposal with adjoining alignments and the details are as below

1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet

change km 0000 to km 17500 (original km 0000 to km 6500)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

1 Length of

Alignment (km) 175 65 196 1754

2 Built-up stretch Nil Nil Nil Nil

3 Terrain Plain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries Geometry is good

supports 100 Geometry is

good supports Geometry is

good supports Geometry is

good supports

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 15

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight distance with curves

widely spaced

6

Existing Land use pattern through

proposed alignment

Agricultural LandBarren Land

Industrial Land Agricultural Land

Agricultural Land Forest Land

Agricultural Land

Residential

7 Proposed ROW

(m) 75 75 75 75

8 Total Additional land required in

Hec 13125 4875 147 13155

9 No of affected

Structures (tentative)

0 20 5 20

10 ROB 1 0 1 1

11 Bridge 0 0 0 0

12 Interchange 1 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

The proposed alignment will

passes through Nijagal and

Kengal Reserve Forest

No significant environmental

impact is envisaged

15 Tentative cost (INR in crores)

94105 32089 994576 10295624

16 Merits

1 No

structureestablishment is affected 2 Connectivity

given to proposed MMLP in

Dabaspete 3 Comparatively shorter alignment

Better road

geometry could be achieved

17 Demerits

1 Alignment passes through built-up location at Dabaspete

2 Passes through the

proposed MMLP Industrial location

in Dabaspete 3Not connecting Dabaspete as a

whole

1 Larger alignment length

2 Passes through Forest land amp thus forest clearence

need to be obtained before

implimentation of project

3 Passes through the aggregate quarry area

4 Passes through abutting CISF

land

1Poor alignment Geometry 2Passing

through Built-up stretch

3Land cost will be more as the

alignement passing

through buit-up region

18 Recommendation Recommended Not

Recommended Not

Recommended Not

Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 16

2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 84 8 76

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

7 Proposed ROW

(m) 75 75 75

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Final Alignment Report 17

S No

Description Option-1 Option-2 ( original

STRR) Option-3

8 Total Additional land required in

Hec 63 60 57

9 No of affected

Structures (tentative)

0 20 20

10 ROB 1 1 1

11 Bridge 0 0 0

12 Interchange 1 1 1

13 Environmental

Impact

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

No significant environmental impact is

envisaged

15 Tentative civil cost (INR in

crores) 478854 50698 485856

16 Merits

1 No

structureestablishment is affected

2Less construction cost

3Better alignment geometry

17 Demerits

1 Passes through large number of

structures including religious structure

resulting higher land amp social cost

2 Passes through the mid of a pond

1 Alignment passes

through many existing roads resulting provision grade

separators 2 Combined

interchange of ROB and NH crossing is

required for that under construction ROB to be

demolished

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 18

3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR ) Option-3

1 Length of

Alignment (km) 36 36 57

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

Forest Land

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Final Alignment Report 19

S No Description Option-1 Option-2 ( original

STRR ) Option-3

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 27 27 4275

9 No of affected

Structures (tentative)

0 30 5

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

15 Tentative civil cost (INR in

crores) 169866 172866 2694545

16 Merits

1 Shorter alignment length

2 No built-up land is involved

17 Demerits

1 More than 30 establishments would

get affected 2Comparatively poor alignment geometry

1 Passes through pond

2Higher construction cost

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 20

4 Avoiding Savanadurga forest Area

Chainage km 46000 to km 52700 (Original km 34700 to km 41700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 67 7 88

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

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Final Alignment Report 21

S No Description Option-1 Option-2 ( original

STRR) Option-3

6

Existing Land use pattern

through proposed alignment

Mostly Barren Land

Barren Land Forest Land

Barren Land Forest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 5025 525 66

9 No of affected

Structures (tentative)

0 0 0

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

15 Tentative civil cost (INR in

crores) 3161395 330295 415228

16 Merits

1 Away from forest land resulting

ease in construction

2Better alignment geometry

17 Demerits

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 22

5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original STRR)

1 Length of Alignment

(km) 4 37

2 Built-up stretch Nil Nil

3 Terrain Plain Plain

4 Speed 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight distance

with curves widely spaced

6 Existing Land use

pattern through proposed alignment

Mostly Barren Land Barren Land Forest Land

7 Proposed ROW (m) 75 75

8 Total Additional land

required in Hec 30 2775

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Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

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Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 29

Fig 7 Final Alignment

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500

39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500

46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500

47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

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Final Alignment Report 4

However the earlier proposed alignment by the Karnataka state government passes through

some of built up stretches tanks including religious structures burial grounds etc Also during

the course of time some new activities also come up Therefore it was indispensable to further

study the alignment and update considering the current scenario along the original proposed

alignment Accordingly modifications are propose to ensure minimal social Impact and to serve

the alignment to wider spectrum of inhabitants in that region The details given below

111 Modifications proposed

1 The original alignment passes through the Dobbaspet town connecting NH 4 on

Bangalore side This extended further on Doddaballapura side towards NH 207 to

ensure avoidance of Dobbaspet town local traffic

2 The original alignment (in the cross point of Hassan road) passes through thickly built

up area in Gudermaranahalli from km 14000 to km 22000 This stretch consists of

residential school and religious structures

3 The earlier alignment passes through thickly built up area from km 22000 to km 25600

in HarthiRenganahalli

4 The original alignment passes through Savanadurga Forest area from km 34700 to km

41700 This forest also has wildlife

5 The original alignment pass through Siddadevarabetta Forest area from km 43000 to

km 46700

6 The original alignment passes through Ramadevarabetta forest area from km 57700 to

km 58300 near NH 275 crossing in Ramanagara

112 Value addition proposed

Further the alignment made value additions by connecting some cross roads and considering

the current and future proposals in that location as per below details

1 The starting point of the STRR extended to connect NH 207 (near km 131200) with a

bypass provision in Dobbaspet town on Pune side to ensure uninterrupted traffic flow

contrary to the earlier proposed location pass through the mid of built up area in

Dobbaspet It is relevant to mention that the through traffic contribute from Pune

direction on NH 4 is significant

2 There is Multi Model Logistic Park (MMLP) and proposed KIADB coming up near

Dobbaspet on SH 3 spread at about 250acres of land The Feasibility study also done

for the proposed MMLP project Therefore connection to this park is eminent and

provision made accordingly to these logistic park amp KIADB with proposed STRR

3 NHAI is currently developing bypasses to Kankapura and Ramanagara towns under

different programs to ease traffic congestion on NH 209 and NH 275 respectively Thus

in order to ensure seamless traffic flow through these proposed bypasses it is

necessary to integrate with proposed STRR at these locations

4 Hosur is an automobile industry town located in the vicinity of about 7km away from

Karnataka state border This city generates huge amount of through traffic and

currently experiencing massive traffic congestion It observed that the proposed STRR

would further deteriorate the Hosur traffic Therefore consideration of STRR taking

along this town necessitated

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Final Alignment Report 5

The modification proposed to original alignment of Karnataka state portion tabulated as below

Table 1 Modified proposed Original alignment of Karnataka

S No

STRR Original alignment (km)

as received

Modified STRR Alignment (km)

Re-Alignment Side wrt Original STRR

Alignment

Reason for change

From To Length

(km) From To

Length (km)

1 000 650 650 000 1750 1750 Right

To provide Bypass to Dobaspette town and to connect NH 207 and Proposed MMLP in

Dobaspette

2 650 1400 750 1750 2500 750 No change in original alignment

3 1400 2200 800 2500 3340 840 Left To avoid Temple and Pond

4 2200 2560 360 3340 3700 360 Left To avoid Builtup area

5 2560 3470 910 3700 4600 900 No change in original alignment

6 3470 4170 700 4600 5270 670 Right To avoid Savandurga forest

7 4170 4300 130 5270 5400 130 No change in original alignment

8 4300 4670 370 5400 5800 400 Left To avoid Siddadevarabetta

Reserve Forest

9 4670 5100 430 5800 6220 420 No change in original alignment

10 5100 6800 1700 6220 8080 1860 Left To avoid Siddadevarabetta

Vulture Sanctuary (Ramanagara)

11 6800 7400 600 8080 8675 595 No change in original alignment

12 7400 9900 2500 8675 10600 1925 Left To avoid Reserve forest and Hill

cutting (Kanakpura)

13 9900 11500 1600 10600 12185 1585 No change in original alignment

14 11500 End - 12185 17963 5778

Due to inclusion of Ring Road of Hosur town Automobile Hub of

Tamil Nadu and Connecting with proposed KITCO alignment

12 Connection to Hosur city

It was also envisage connecting the Hosur city with the proposed STRR alignment as per the

meeting held with CGMNHAI in Bangalore during the Inception study The city is located in the

proximity of only 7km from Karnataka state border The Industrial town of Hosur is also an

automobile hub of Tamil Nadu Thus this proposal will enable to disburse the traffic toward

further south in a methodical manner It also further enables a connectivity for Hosur to the

proposed Bangalore - Chennai Expressway

The proposed alignment also discussed with District Commissioner Krishnagiri and with

various stake holders district level officers and NHAI Four options proposed and all options

discussed with its merits and demerits The details given in Fig 2

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 6

Fig 2 STRR proposal connect Hosur city with four options

The comparative statements of all options of proposed Hosur bypass alignment are as below

Table 2 Comparative Statement of Proposed Alignment

No Description Option - 1

(ABHCDIEF) Option - 2

(ABGCDIEF) Option - 3

(ABHCDJEF) Option - 4

(ABGCDJEF)

1 Starting 139000 139000 139000 139000

2 Ending 190000 190000 190000 190000

3 Route

Alignment side

After Hosur airport amp

away from Kelavarapalli reservoir area

Before Hosur airport amp away from

Kelavarapalli reservoir area

After Hosur airport amp Close to

Kelavarapalli reservoir area

Before Hosur airport amp Close to

Kelavarapalli reservoir area

4 Length of

Bypass (km) 60 59 63

59

5

Length of existing

alignment bypassed

(km)

nil

nil

nil

nil

6 Built-up

stretch (km) nil

nil

nil

nil

7 Terrain Plain Plain Plain Plain

8 Speed 100 kmh 100 kmh 100 kmh 100 kmh

9 Geometries Geometry is good

supports 100 Geometry is good supports 100 kmh

Geometry is good supports

Geometry is good supports

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 7

No Description Option - 1

(ABHCDIEF) Option - 2

(ABGCDIEF) Option - 3

(ABHCDJEF) Option - 4

(ABGCDJEF)

kmh speed Good sight distance with

curves widely spaced

speed Good sight distance with curves widely

spaced

100 kmh speed Good sight distance with curves

widely spaced

100 kmh speed Good sight

distance with curves widely

spaced

10 Intersection

developments 7 7 7

7

11

Existing Land use pattern

through proposed alignment

Agricultural Land and barren land

Agricultural Land and barren land

Agricultural Land and

barren land

Agricultural Land and barren land

12 Major Bridge 2 2 2 2

13 Minor Bridge 3 3 2 2

14 Approximate Culverts (no)

120 120 130

120

15 ROB 1 1 1 1

16 Interchange 7 7 7 7

17 VUP nil nil nil nil

18 PUP nil nil nil nil

19 Proposed

ROW 90 90 90

90

20 Existing ROW 0 0 0 0

21 No of affected Settlements

nil

nil

nil

nil

22

Alignment passes through villages

Agasa Timanahalli Patnagere

Gollahalli Muttur Mattakur

Agraharam Achettipalli

Kothur Peranadapalli

Attur Pathamuthalli

Avalapalli Eluvapalli Nallur Chikhanathpuram

Kothapalli Sarjapur

Agasa Timanahalli Singasandra

KomaranapalliPoonahalli Achettipalli

Kothur Peranadapalli

Attur Pathamuthalli

Avalapalli Eluvapalli Nallur Chikhanathpuram

Kothapalli Sarjapur

Agasa Timanahalli Patnagere Gollahalli

Muttur Mattakur

Agraharam Achettipalli

Kothur Peranadapalli Nandi

maglam Baglur

Kaganur Sarjapura

Agasa Timanahalli Singasandra

Komaranapalli Poonahalli Achettipalli

Kothur Peranadapalli Nandimaglam

Baglur Kaganur Sarjapur

23 Social Impact Not significant Not significant Not significant Not significant

24 Environmental

Impact Not significant Not significant Not significant Not significant

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 8

The merits and demerits for the Hosur alignment inclusion in STRR are as follow

Merits

Enabling new spatial distribution of business housing in Hosur city

Improved road geometry will ensure enhanced traffic safety and reduction in road

accident rate

Major cross roads intersections will provisioned with free flow interchanges and will

catalyzed development of Industrial sited located near to this places

Will remove through truck traffic from cityrsquos main artery

More local traffic may get encouraged to use a route previously avoided due to heavy

truck traffic

Proactive planning by local authorities will further catalyze industrial development

Will benefits the town in revenues real estate and job opportunities

Demerit

The overall alignment length will increase and result higher land acquisition and

construction costs

Based on facts presented the district administration recommended and approved Option 4

(ABGCDJEF) for consideration

13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu

Karnataka

The original alignment validated with current developments in that region and the updated

alignment discussed with NHAI Accordingly this updated STRR alignment submitted to NHAI

vide our reference 4800182-GGN-OC-019 dated 05102017 for Concurrences from

Government of Karnataka NHAI submitted to Government of Karnataka to seek consent to the

modifications proposed in STRR vide letter NHAI12012Lot 3Package 1I2017PIU-BNG

(EXP)530 dated 09102017

The government of Karnataka vide its letter PWD518CNH2017 dated 27102017 conveyed

the concurrences NHAI vide letter NHAIPlanningEC2016DPRLot 3AP-KT-Goa amp

KeralaPkg 11087-28 dated 17112017 agreed to the further modification proposed

The approval letters obtained from the government of Karnataka and the approved alignment

are given in Fig 3 amp Fig 4

Tamil Nadu

The concurrences for Hosur portion of Tamil Nadu obtained vide letter 14787HV12017-2

dated 24012018 The approval letters obtained from government of Tamil Nadu with approved

alignments given in Fig 5 amp Fig 6

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 9

Fig 3 Concurrence obtained for alignment from Karnataka state

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Final Alignment Report 10

Fig 4 Concurrence obtained for alignment from Karnataka state

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 11

Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu

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Final Alignment Report 12

Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu

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Final Alignment Report 13

Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu

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Final Alignment Report 14

14 Modifications in Original STRR

The approved alignment also gone through some further slight modifications so to amalgamate

the proposal with adjoining alignments and the details are as below

1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet

change km 0000 to km 17500 (original km 0000 to km 6500)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

1 Length of

Alignment (km) 175 65 196 1754

2 Built-up stretch Nil Nil Nil Nil

3 Terrain Plain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries Geometry is good

supports 100 Geometry is

good supports Geometry is

good supports Geometry is

good supports

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 15

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight distance with curves

widely spaced

6

Existing Land use pattern through

proposed alignment

Agricultural LandBarren Land

Industrial Land Agricultural Land

Agricultural Land Forest Land

Agricultural Land

Residential

7 Proposed ROW

(m) 75 75 75 75

8 Total Additional land required in

Hec 13125 4875 147 13155

9 No of affected

Structures (tentative)

0 20 5 20

10 ROB 1 0 1 1

11 Bridge 0 0 0 0

12 Interchange 1 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

The proposed alignment will

passes through Nijagal and

Kengal Reserve Forest

No significant environmental

impact is envisaged

15 Tentative cost (INR in crores)

94105 32089 994576 10295624

16 Merits

1 No

structureestablishment is affected 2 Connectivity

given to proposed MMLP in

Dabaspete 3 Comparatively shorter alignment

Better road

geometry could be achieved

17 Demerits

1 Alignment passes through built-up location at Dabaspete

2 Passes through the

proposed MMLP Industrial location

in Dabaspete 3Not connecting Dabaspete as a

whole

1 Larger alignment length

2 Passes through Forest land amp thus forest clearence

need to be obtained before

implimentation of project

3 Passes through the aggregate quarry area

4 Passes through abutting CISF

land

1Poor alignment Geometry 2Passing

through Built-up stretch

3Land cost will be more as the

alignement passing

through buit-up region

18 Recommendation Recommended Not

Recommended Not

Recommended Not

Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 16

2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 84 8 76

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

7 Proposed ROW

(m) 75 75 75

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 17

S No

Description Option-1 Option-2 ( original

STRR) Option-3

8 Total Additional land required in

Hec 63 60 57

9 No of affected

Structures (tentative)

0 20 20

10 ROB 1 1 1

11 Bridge 0 0 0

12 Interchange 1 1 1

13 Environmental

Impact

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

No significant environmental impact is

envisaged

15 Tentative civil cost (INR in

crores) 478854 50698 485856

16 Merits

1 No

structureestablishment is affected

2Less construction cost

3Better alignment geometry

17 Demerits

1 Passes through large number of

structures including religious structure

resulting higher land amp social cost

2 Passes through the mid of a pond

1 Alignment passes

through many existing roads resulting provision grade

separators 2 Combined

interchange of ROB and NH crossing is

required for that under construction ROB to be

demolished

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 18

3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR ) Option-3

1 Length of

Alignment (km) 36 36 57

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

Forest Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 19

S No Description Option-1 Option-2 ( original

STRR ) Option-3

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 27 27 4275

9 No of affected

Structures (tentative)

0 30 5

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

15 Tentative civil cost (INR in

crores) 169866 172866 2694545

16 Merits

1 Shorter alignment length

2 No built-up land is involved

17 Demerits

1 More than 30 establishments would

get affected 2Comparatively poor alignment geometry

1 Passes through pond

2Higher construction cost

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 20

4 Avoiding Savanadurga forest Area

Chainage km 46000 to km 52700 (Original km 34700 to km 41700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 67 7 88

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 21

S No Description Option-1 Option-2 ( original

STRR) Option-3

6

Existing Land use pattern

through proposed alignment

Mostly Barren Land

Barren Land Forest Land

Barren Land Forest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 5025 525 66

9 No of affected

Structures (tentative)

0 0 0

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

15 Tentative civil cost (INR in

crores) 3161395 330295 415228

16 Merits

1 Away from forest land resulting

ease in construction

2Better alignment geometry

17 Demerits

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 22

5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original STRR)

1 Length of Alignment

(km) 4 37

2 Built-up stretch Nil Nil

3 Terrain Plain Plain

4 Speed 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight distance

with curves widely spaced

6 Existing Land use

pattern through proposed alignment

Mostly Barren Land Barren Land Forest Land

7 Proposed ROW (m) 75 75

8 Total Additional land

required in Hec 30 2775

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Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

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Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

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Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

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Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

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Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

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Final Alignment Report 29

Fig 7 Final Alignment

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Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

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Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

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Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

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Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

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Fig 8 Proposed Typical Cross Section of Road

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Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

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Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

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Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500

39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500

46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500

47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

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41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 5

The modification proposed to original alignment of Karnataka state portion tabulated as below

Table 1 Modified proposed Original alignment of Karnataka

S No

STRR Original alignment (km)

as received

Modified STRR Alignment (km)

Re-Alignment Side wrt Original STRR

Alignment

Reason for change

From To Length

(km) From To

Length (km)

1 000 650 650 000 1750 1750 Right

To provide Bypass to Dobaspette town and to connect NH 207 and Proposed MMLP in

Dobaspette

2 650 1400 750 1750 2500 750 No change in original alignment

3 1400 2200 800 2500 3340 840 Left To avoid Temple and Pond

4 2200 2560 360 3340 3700 360 Left To avoid Builtup area

5 2560 3470 910 3700 4600 900 No change in original alignment

6 3470 4170 700 4600 5270 670 Right To avoid Savandurga forest

7 4170 4300 130 5270 5400 130 No change in original alignment

8 4300 4670 370 5400 5800 400 Left To avoid Siddadevarabetta

Reserve Forest

9 4670 5100 430 5800 6220 420 No change in original alignment

10 5100 6800 1700 6220 8080 1860 Left To avoid Siddadevarabetta

Vulture Sanctuary (Ramanagara)

11 6800 7400 600 8080 8675 595 No change in original alignment

12 7400 9900 2500 8675 10600 1925 Left To avoid Reserve forest and Hill

cutting (Kanakpura)

13 9900 11500 1600 10600 12185 1585 No change in original alignment

14 11500 End - 12185 17963 5778

Due to inclusion of Ring Road of Hosur town Automobile Hub of

Tamil Nadu and Connecting with proposed KITCO alignment

12 Connection to Hosur city

It was also envisage connecting the Hosur city with the proposed STRR alignment as per the

meeting held with CGMNHAI in Bangalore during the Inception study The city is located in the

proximity of only 7km from Karnataka state border The Industrial town of Hosur is also an

automobile hub of Tamil Nadu Thus this proposal will enable to disburse the traffic toward

further south in a methodical manner It also further enables a connectivity for Hosur to the

proposed Bangalore - Chennai Expressway

The proposed alignment also discussed with District Commissioner Krishnagiri and with

various stake holders district level officers and NHAI Four options proposed and all options

discussed with its merits and demerits The details given in Fig 2

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 6

Fig 2 STRR proposal connect Hosur city with four options

The comparative statements of all options of proposed Hosur bypass alignment are as below

Table 2 Comparative Statement of Proposed Alignment

No Description Option - 1

(ABHCDIEF) Option - 2

(ABGCDIEF) Option - 3

(ABHCDJEF) Option - 4

(ABGCDJEF)

1 Starting 139000 139000 139000 139000

2 Ending 190000 190000 190000 190000

3 Route

Alignment side

After Hosur airport amp

away from Kelavarapalli reservoir area

Before Hosur airport amp away from

Kelavarapalli reservoir area

After Hosur airport amp Close to

Kelavarapalli reservoir area

Before Hosur airport amp Close to

Kelavarapalli reservoir area

4 Length of

Bypass (km) 60 59 63

59

5

Length of existing

alignment bypassed

(km)

nil

nil

nil

nil

6 Built-up

stretch (km) nil

nil

nil

nil

7 Terrain Plain Plain Plain Plain

8 Speed 100 kmh 100 kmh 100 kmh 100 kmh

9 Geometries Geometry is good

supports 100 Geometry is good supports 100 kmh

Geometry is good supports

Geometry is good supports

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 7

No Description Option - 1

(ABHCDIEF) Option - 2

(ABGCDIEF) Option - 3

(ABHCDJEF) Option - 4

(ABGCDJEF)

kmh speed Good sight distance with

curves widely spaced

speed Good sight distance with curves widely

spaced

100 kmh speed Good sight distance with curves

widely spaced

100 kmh speed Good sight

distance with curves widely

spaced

10 Intersection

developments 7 7 7

7

11

Existing Land use pattern

through proposed alignment

Agricultural Land and barren land

Agricultural Land and barren land

Agricultural Land and

barren land

Agricultural Land and barren land

12 Major Bridge 2 2 2 2

13 Minor Bridge 3 3 2 2

14 Approximate Culverts (no)

120 120 130

120

15 ROB 1 1 1 1

16 Interchange 7 7 7 7

17 VUP nil nil nil nil

18 PUP nil nil nil nil

19 Proposed

ROW 90 90 90

90

20 Existing ROW 0 0 0 0

21 No of affected Settlements

nil

nil

nil

nil

22

Alignment passes through villages

Agasa Timanahalli Patnagere

Gollahalli Muttur Mattakur

Agraharam Achettipalli

Kothur Peranadapalli

Attur Pathamuthalli

Avalapalli Eluvapalli Nallur Chikhanathpuram

Kothapalli Sarjapur

Agasa Timanahalli Singasandra

KomaranapalliPoonahalli Achettipalli

Kothur Peranadapalli

Attur Pathamuthalli

Avalapalli Eluvapalli Nallur Chikhanathpuram

Kothapalli Sarjapur

Agasa Timanahalli Patnagere Gollahalli

Muttur Mattakur

Agraharam Achettipalli

Kothur Peranadapalli Nandi

maglam Baglur

Kaganur Sarjapura

Agasa Timanahalli Singasandra

Komaranapalli Poonahalli Achettipalli

Kothur Peranadapalli Nandimaglam

Baglur Kaganur Sarjapur

23 Social Impact Not significant Not significant Not significant Not significant

24 Environmental

Impact Not significant Not significant Not significant Not significant

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Final Alignment Report 8

The merits and demerits for the Hosur alignment inclusion in STRR are as follow

Merits

Enabling new spatial distribution of business housing in Hosur city

Improved road geometry will ensure enhanced traffic safety and reduction in road

accident rate

Major cross roads intersections will provisioned with free flow interchanges and will

catalyzed development of Industrial sited located near to this places

Will remove through truck traffic from cityrsquos main artery

More local traffic may get encouraged to use a route previously avoided due to heavy

truck traffic

Proactive planning by local authorities will further catalyze industrial development

Will benefits the town in revenues real estate and job opportunities

Demerit

The overall alignment length will increase and result higher land acquisition and

construction costs

Based on facts presented the district administration recommended and approved Option 4

(ABGCDJEF) for consideration

13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu

Karnataka

The original alignment validated with current developments in that region and the updated

alignment discussed with NHAI Accordingly this updated STRR alignment submitted to NHAI

vide our reference 4800182-GGN-OC-019 dated 05102017 for Concurrences from

Government of Karnataka NHAI submitted to Government of Karnataka to seek consent to the

modifications proposed in STRR vide letter NHAI12012Lot 3Package 1I2017PIU-BNG

(EXP)530 dated 09102017

The government of Karnataka vide its letter PWD518CNH2017 dated 27102017 conveyed

the concurrences NHAI vide letter NHAIPlanningEC2016DPRLot 3AP-KT-Goa amp

KeralaPkg 11087-28 dated 17112017 agreed to the further modification proposed

The approval letters obtained from the government of Karnataka and the approved alignment

are given in Fig 3 amp Fig 4

Tamil Nadu

The concurrences for Hosur portion of Tamil Nadu obtained vide letter 14787HV12017-2

dated 24012018 The approval letters obtained from government of Tamil Nadu with approved

alignments given in Fig 5 amp Fig 6

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Final Alignment Report 9

Fig 3 Concurrence obtained for alignment from Karnataka state

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Final Alignment Report 10

Fig 4 Concurrence obtained for alignment from Karnataka state

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Final Alignment Report 11

Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu

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Final Alignment Report 12

Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu

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Final Alignment Report 13

Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu

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Final Alignment Report 14

14 Modifications in Original STRR

The approved alignment also gone through some further slight modifications so to amalgamate

the proposal with adjoining alignments and the details are as below

1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet

change km 0000 to km 17500 (original km 0000 to km 6500)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

1 Length of

Alignment (km) 175 65 196 1754

2 Built-up stretch Nil Nil Nil Nil

3 Terrain Plain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries Geometry is good

supports 100 Geometry is

good supports Geometry is

good supports Geometry is

good supports

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Final Alignment Report 15

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight distance with curves

widely spaced

6

Existing Land use pattern through

proposed alignment

Agricultural LandBarren Land

Industrial Land Agricultural Land

Agricultural Land Forest Land

Agricultural Land

Residential

7 Proposed ROW

(m) 75 75 75 75

8 Total Additional land required in

Hec 13125 4875 147 13155

9 No of affected

Structures (tentative)

0 20 5 20

10 ROB 1 0 1 1

11 Bridge 0 0 0 0

12 Interchange 1 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

The proposed alignment will

passes through Nijagal and

Kengal Reserve Forest

No significant environmental

impact is envisaged

15 Tentative cost (INR in crores)

94105 32089 994576 10295624

16 Merits

1 No

structureestablishment is affected 2 Connectivity

given to proposed MMLP in

Dabaspete 3 Comparatively shorter alignment

Better road

geometry could be achieved

17 Demerits

1 Alignment passes through built-up location at Dabaspete

2 Passes through the

proposed MMLP Industrial location

in Dabaspete 3Not connecting Dabaspete as a

whole

1 Larger alignment length

2 Passes through Forest land amp thus forest clearence

need to be obtained before

implimentation of project

3 Passes through the aggregate quarry area

4 Passes through abutting CISF

land

1Poor alignment Geometry 2Passing

through Built-up stretch

3Land cost will be more as the

alignement passing

through buit-up region

18 Recommendation Recommended Not

Recommended Not

Recommended Not

Recommended

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Final Alignment Report 16

2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 84 8 76

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

7 Proposed ROW

(m) 75 75 75

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Final Alignment Report 17

S No

Description Option-1 Option-2 ( original

STRR) Option-3

8 Total Additional land required in

Hec 63 60 57

9 No of affected

Structures (tentative)

0 20 20

10 ROB 1 1 1

11 Bridge 0 0 0

12 Interchange 1 1 1

13 Environmental

Impact

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

No significant environmental impact is

envisaged

15 Tentative civil cost (INR in

crores) 478854 50698 485856

16 Merits

1 No

structureestablishment is affected

2Less construction cost

3Better alignment geometry

17 Demerits

1 Passes through large number of

structures including religious structure

resulting higher land amp social cost

2 Passes through the mid of a pond

1 Alignment passes

through many existing roads resulting provision grade

separators 2 Combined

interchange of ROB and NH crossing is

required for that under construction ROB to be

demolished

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 18

3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR ) Option-3

1 Length of

Alignment (km) 36 36 57

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

Forest Land

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Final Alignment Report 19

S No Description Option-1 Option-2 ( original

STRR ) Option-3

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 27 27 4275

9 No of affected

Structures (tentative)

0 30 5

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

15 Tentative civil cost (INR in

crores) 169866 172866 2694545

16 Merits

1 Shorter alignment length

2 No built-up land is involved

17 Demerits

1 More than 30 establishments would

get affected 2Comparatively poor alignment geometry

1 Passes through pond

2Higher construction cost

18 Recommendation Recommended Not Recommended Not Recommended

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4 Avoiding Savanadurga forest Area

Chainage km 46000 to km 52700 (Original km 34700 to km 41700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 67 7 88

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

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Final Alignment Report 21

S No Description Option-1 Option-2 ( original

STRR) Option-3

6

Existing Land use pattern

through proposed alignment

Mostly Barren Land

Barren Land Forest Land

Barren Land Forest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 5025 525 66

9 No of affected

Structures (tentative)

0 0 0

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

15 Tentative civil cost (INR in

crores) 3161395 330295 415228

16 Merits

1 Away from forest land resulting

ease in construction

2Better alignment geometry

17 Demerits

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 22

5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original STRR)

1 Length of Alignment

(km) 4 37

2 Built-up stretch Nil Nil

3 Terrain Plain Plain

4 Speed 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight distance

with curves widely spaced

6 Existing Land use

pattern through proposed alignment

Mostly Barren Land Barren Land Forest Land

7 Proposed ROW (m) 75 75

8 Total Additional land

required in Hec 30 2775

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Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

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Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

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Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 29

Fig 7 Final Alignment

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

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Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

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Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500

39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500

46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500

47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 6

Fig 2 STRR proposal connect Hosur city with four options

The comparative statements of all options of proposed Hosur bypass alignment are as below

Table 2 Comparative Statement of Proposed Alignment

No Description Option - 1

(ABHCDIEF) Option - 2

(ABGCDIEF) Option - 3

(ABHCDJEF) Option - 4

(ABGCDJEF)

1 Starting 139000 139000 139000 139000

2 Ending 190000 190000 190000 190000

3 Route

Alignment side

After Hosur airport amp

away from Kelavarapalli reservoir area

Before Hosur airport amp away from

Kelavarapalli reservoir area

After Hosur airport amp Close to

Kelavarapalli reservoir area

Before Hosur airport amp Close to

Kelavarapalli reservoir area

4 Length of

Bypass (km) 60 59 63

59

5

Length of existing

alignment bypassed

(km)

nil

nil

nil

nil

6 Built-up

stretch (km) nil

nil

nil

nil

7 Terrain Plain Plain Plain Plain

8 Speed 100 kmh 100 kmh 100 kmh 100 kmh

9 Geometries Geometry is good

supports 100 Geometry is good supports 100 kmh

Geometry is good supports

Geometry is good supports

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Final Alignment Report 7

No Description Option - 1

(ABHCDIEF) Option - 2

(ABGCDIEF) Option - 3

(ABHCDJEF) Option - 4

(ABGCDJEF)

kmh speed Good sight distance with

curves widely spaced

speed Good sight distance with curves widely

spaced

100 kmh speed Good sight distance with curves

widely spaced

100 kmh speed Good sight

distance with curves widely

spaced

10 Intersection

developments 7 7 7

7

11

Existing Land use pattern

through proposed alignment

Agricultural Land and barren land

Agricultural Land and barren land

Agricultural Land and

barren land

Agricultural Land and barren land

12 Major Bridge 2 2 2 2

13 Minor Bridge 3 3 2 2

14 Approximate Culverts (no)

120 120 130

120

15 ROB 1 1 1 1

16 Interchange 7 7 7 7

17 VUP nil nil nil nil

18 PUP nil nil nil nil

19 Proposed

ROW 90 90 90

90

20 Existing ROW 0 0 0 0

21 No of affected Settlements

nil

nil

nil

nil

22

Alignment passes through villages

Agasa Timanahalli Patnagere

Gollahalli Muttur Mattakur

Agraharam Achettipalli

Kothur Peranadapalli

Attur Pathamuthalli

Avalapalli Eluvapalli Nallur Chikhanathpuram

Kothapalli Sarjapur

Agasa Timanahalli Singasandra

KomaranapalliPoonahalli Achettipalli

Kothur Peranadapalli

Attur Pathamuthalli

Avalapalli Eluvapalli Nallur Chikhanathpuram

Kothapalli Sarjapur

Agasa Timanahalli Patnagere Gollahalli

Muttur Mattakur

Agraharam Achettipalli

Kothur Peranadapalli Nandi

maglam Baglur

Kaganur Sarjapura

Agasa Timanahalli Singasandra

Komaranapalli Poonahalli Achettipalli

Kothur Peranadapalli Nandimaglam

Baglur Kaganur Sarjapur

23 Social Impact Not significant Not significant Not significant Not significant

24 Environmental

Impact Not significant Not significant Not significant Not significant

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 8

The merits and demerits for the Hosur alignment inclusion in STRR are as follow

Merits

Enabling new spatial distribution of business housing in Hosur city

Improved road geometry will ensure enhanced traffic safety and reduction in road

accident rate

Major cross roads intersections will provisioned with free flow interchanges and will

catalyzed development of Industrial sited located near to this places

Will remove through truck traffic from cityrsquos main artery

More local traffic may get encouraged to use a route previously avoided due to heavy

truck traffic

Proactive planning by local authorities will further catalyze industrial development

Will benefits the town in revenues real estate and job opportunities

Demerit

The overall alignment length will increase and result higher land acquisition and

construction costs

Based on facts presented the district administration recommended and approved Option 4

(ABGCDJEF) for consideration

13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu

Karnataka

The original alignment validated with current developments in that region and the updated

alignment discussed with NHAI Accordingly this updated STRR alignment submitted to NHAI

vide our reference 4800182-GGN-OC-019 dated 05102017 for Concurrences from

Government of Karnataka NHAI submitted to Government of Karnataka to seek consent to the

modifications proposed in STRR vide letter NHAI12012Lot 3Package 1I2017PIU-BNG

(EXP)530 dated 09102017

The government of Karnataka vide its letter PWD518CNH2017 dated 27102017 conveyed

the concurrences NHAI vide letter NHAIPlanningEC2016DPRLot 3AP-KT-Goa amp

KeralaPkg 11087-28 dated 17112017 agreed to the further modification proposed

The approval letters obtained from the government of Karnataka and the approved alignment

are given in Fig 3 amp Fig 4

Tamil Nadu

The concurrences for Hosur portion of Tamil Nadu obtained vide letter 14787HV12017-2

dated 24012018 The approval letters obtained from government of Tamil Nadu with approved

alignments given in Fig 5 amp Fig 6

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 9

Fig 3 Concurrence obtained for alignment from Karnataka state

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 10

Fig 4 Concurrence obtained for alignment from Karnataka state

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 11

Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu

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Final Alignment Report 12

Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu

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Final Alignment Report 13

Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 14

14 Modifications in Original STRR

The approved alignment also gone through some further slight modifications so to amalgamate

the proposal with adjoining alignments and the details are as below

1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet

change km 0000 to km 17500 (original km 0000 to km 6500)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

1 Length of

Alignment (km) 175 65 196 1754

2 Built-up stretch Nil Nil Nil Nil

3 Terrain Plain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries Geometry is good

supports 100 Geometry is

good supports Geometry is

good supports Geometry is

good supports

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 15

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight distance with curves

widely spaced

6

Existing Land use pattern through

proposed alignment

Agricultural LandBarren Land

Industrial Land Agricultural Land

Agricultural Land Forest Land

Agricultural Land

Residential

7 Proposed ROW

(m) 75 75 75 75

8 Total Additional land required in

Hec 13125 4875 147 13155

9 No of affected

Structures (tentative)

0 20 5 20

10 ROB 1 0 1 1

11 Bridge 0 0 0 0

12 Interchange 1 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

The proposed alignment will

passes through Nijagal and

Kengal Reserve Forest

No significant environmental

impact is envisaged

15 Tentative cost (INR in crores)

94105 32089 994576 10295624

16 Merits

1 No

structureestablishment is affected 2 Connectivity

given to proposed MMLP in

Dabaspete 3 Comparatively shorter alignment

Better road

geometry could be achieved

17 Demerits

1 Alignment passes through built-up location at Dabaspete

2 Passes through the

proposed MMLP Industrial location

in Dabaspete 3Not connecting Dabaspete as a

whole

1 Larger alignment length

2 Passes through Forest land amp thus forest clearence

need to be obtained before

implimentation of project

3 Passes through the aggregate quarry area

4 Passes through abutting CISF

land

1Poor alignment Geometry 2Passing

through Built-up stretch

3Land cost will be more as the

alignement passing

through buit-up region

18 Recommendation Recommended Not

Recommended Not

Recommended Not

Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 16

2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 84 8 76

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

7 Proposed ROW

(m) 75 75 75

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 17

S No

Description Option-1 Option-2 ( original

STRR) Option-3

8 Total Additional land required in

Hec 63 60 57

9 No of affected

Structures (tentative)

0 20 20

10 ROB 1 1 1

11 Bridge 0 0 0

12 Interchange 1 1 1

13 Environmental

Impact

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

No significant environmental impact is

envisaged

15 Tentative civil cost (INR in

crores) 478854 50698 485856

16 Merits

1 No

structureestablishment is affected

2Less construction cost

3Better alignment geometry

17 Demerits

1 Passes through large number of

structures including religious structure

resulting higher land amp social cost

2 Passes through the mid of a pond

1 Alignment passes

through many existing roads resulting provision grade

separators 2 Combined

interchange of ROB and NH crossing is

required for that under construction ROB to be

demolished

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 18

3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR ) Option-3

1 Length of

Alignment (km) 36 36 57

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

Forest Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 19

S No Description Option-1 Option-2 ( original

STRR ) Option-3

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 27 27 4275

9 No of affected

Structures (tentative)

0 30 5

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

15 Tentative civil cost (INR in

crores) 169866 172866 2694545

16 Merits

1 Shorter alignment length

2 No built-up land is involved

17 Demerits

1 More than 30 establishments would

get affected 2Comparatively poor alignment geometry

1 Passes through pond

2Higher construction cost

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 20

4 Avoiding Savanadurga forest Area

Chainage km 46000 to km 52700 (Original km 34700 to km 41700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 67 7 88

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 21

S No Description Option-1 Option-2 ( original

STRR) Option-3

6

Existing Land use pattern

through proposed alignment

Mostly Barren Land

Barren Land Forest Land

Barren Land Forest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 5025 525 66

9 No of affected

Structures (tentative)

0 0 0

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

15 Tentative civil cost (INR in

crores) 3161395 330295 415228

16 Merits

1 Away from forest land resulting

ease in construction

2Better alignment geometry

17 Demerits

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 22

5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original STRR)

1 Length of Alignment

(km) 4 37

2 Built-up stretch Nil Nil

3 Terrain Plain Plain

4 Speed 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight distance

with curves widely spaced

6 Existing Land use

pattern through proposed alignment

Mostly Barren Land Barren Land Forest Land

7 Proposed ROW (m) 75 75

8 Total Additional land

required in Hec 30 2775

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 29

Fig 7 Final Alignment

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500

39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500

46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500

47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 7

No Description Option - 1

(ABHCDIEF) Option - 2

(ABGCDIEF) Option - 3

(ABHCDJEF) Option - 4

(ABGCDJEF)

kmh speed Good sight distance with

curves widely spaced

speed Good sight distance with curves widely

spaced

100 kmh speed Good sight distance with curves

widely spaced

100 kmh speed Good sight

distance with curves widely

spaced

10 Intersection

developments 7 7 7

7

11

Existing Land use pattern

through proposed alignment

Agricultural Land and barren land

Agricultural Land and barren land

Agricultural Land and

barren land

Agricultural Land and barren land

12 Major Bridge 2 2 2 2

13 Minor Bridge 3 3 2 2

14 Approximate Culverts (no)

120 120 130

120

15 ROB 1 1 1 1

16 Interchange 7 7 7 7

17 VUP nil nil nil nil

18 PUP nil nil nil nil

19 Proposed

ROW 90 90 90

90

20 Existing ROW 0 0 0 0

21 No of affected Settlements

nil

nil

nil

nil

22

Alignment passes through villages

Agasa Timanahalli Patnagere

Gollahalli Muttur Mattakur

Agraharam Achettipalli

Kothur Peranadapalli

Attur Pathamuthalli

Avalapalli Eluvapalli Nallur Chikhanathpuram

Kothapalli Sarjapur

Agasa Timanahalli Singasandra

KomaranapalliPoonahalli Achettipalli

Kothur Peranadapalli

Attur Pathamuthalli

Avalapalli Eluvapalli Nallur Chikhanathpuram

Kothapalli Sarjapur

Agasa Timanahalli Patnagere Gollahalli

Muttur Mattakur

Agraharam Achettipalli

Kothur Peranadapalli Nandi

maglam Baglur

Kaganur Sarjapura

Agasa Timanahalli Singasandra

Komaranapalli Poonahalli Achettipalli

Kothur Peranadapalli Nandimaglam

Baglur Kaganur Sarjapur

23 Social Impact Not significant Not significant Not significant Not significant

24 Environmental

Impact Not significant Not significant Not significant Not significant

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 8

The merits and demerits for the Hosur alignment inclusion in STRR are as follow

Merits

Enabling new spatial distribution of business housing in Hosur city

Improved road geometry will ensure enhanced traffic safety and reduction in road

accident rate

Major cross roads intersections will provisioned with free flow interchanges and will

catalyzed development of Industrial sited located near to this places

Will remove through truck traffic from cityrsquos main artery

More local traffic may get encouraged to use a route previously avoided due to heavy

truck traffic

Proactive planning by local authorities will further catalyze industrial development

Will benefits the town in revenues real estate and job opportunities

Demerit

The overall alignment length will increase and result higher land acquisition and

construction costs

Based on facts presented the district administration recommended and approved Option 4

(ABGCDJEF) for consideration

13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu

Karnataka

The original alignment validated with current developments in that region and the updated

alignment discussed with NHAI Accordingly this updated STRR alignment submitted to NHAI

vide our reference 4800182-GGN-OC-019 dated 05102017 for Concurrences from

Government of Karnataka NHAI submitted to Government of Karnataka to seek consent to the

modifications proposed in STRR vide letter NHAI12012Lot 3Package 1I2017PIU-BNG

(EXP)530 dated 09102017

The government of Karnataka vide its letter PWD518CNH2017 dated 27102017 conveyed

the concurrences NHAI vide letter NHAIPlanningEC2016DPRLot 3AP-KT-Goa amp

KeralaPkg 11087-28 dated 17112017 agreed to the further modification proposed

The approval letters obtained from the government of Karnataka and the approved alignment

are given in Fig 3 amp Fig 4

Tamil Nadu

The concurrences for Hosur portion of Tamil Nadu obtained vide letter 14787HV12017-2

dated 24012018 The approval letters obtained from government of Tamil Nadu with approved

alignments given in Fig 5 amp Fig 6

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 9

Fig 3 Concurrence obtained for alignment from Karnataka state

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 10

Fig 4 Concurrence obtained for alignment from Karnataka state

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 11

Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 12

Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 13

Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 14

14 Modifications in Original STRR

The approved alignment also gone through some further slight modifications so to amalgamate

the proposal with adjoining alignments and the details are as below

1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet

change km 0000 to km 17500 (original km 0000 to km 6500)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

1 Length of

Alignment (km) 175 65 196 1754

2 Built-up stretch Nil Nil Nil Nil

3 Terrain Plain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries Geometry is good

supports 100 Geometry is

good supports Geometry is

good supports Geometry is

good supports

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 15

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight distance with curves

widely spaced

6

Existing Land use pattern through

proposed alignment

Agricultural LandBarren Land

Industrial Land Agricultural Land

Agricultural Land Forest Land

Agricultural Land

Residential

7 Proposed ROW

(m) 75 75 75 75

8 Total Additional land required in

Hec 13125 4875 147 13155

9 No of affected

Structures (tentative)

0 20 5 20

10 ROB 1 0 1 1

11 Bridge 0 0 0 0

12 Interchange 1 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

The proposed alignment will

passes through Nijagal and

Kengal Reserve Forest

No significant environmental

impact is envisaged

15 Tentative cost (INR in crores)

94105 32089 994576 10295624

16 Merits

1 No

structureestablishment is affected 2 Connectivity

given to proposed MMLP in

Dabaspete 3 Comparatively shorter alignment

Better road

geometry could be achieved

17 Demerits

1 Alignment passes through built-up location at Dabaspete

2 Passes through the

proposed MMLP Industrial location

in Dabaspete 3Not connecting Dabaspete as a

whole

1 Larger alignment length

2 Passes through Forest land amp thus forest clearence

need to be obtained before

implimentation of project

3 Passes through the aggregate quarry area

4 Passes through abutting CISF

land

1Poor alignment Geometry 2Passing

through Built-up stretch

3Land cost will be more as the

alignement passing

through buit-up region

18 Recommendation Recommended Not

Recommended Not

Recommended Not

Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 16

2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 84 8 76

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

7 Proposed ROW

(m) 75 75 75

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 17

S No

Description Option-1 Option-2 ( original

STRR) Option-3

8 Total Additional land required in

Hec 63 60 57

9 No of affected

Structures (tentative)

0 20 20

10 ROB 1 1 1

11 Bridge 0 0 0

12 Interchange 1 1 1

13 Environmental

Impact

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

No significant environmental impact is

envisaged

15 Tentative civil cost (INR in

crores) 478854 50698 485856

16 Merits

1 No

structureestablishment is affected

2Less construction cost

3Better alignment geometry

17 Demerits

1 Passes through large number of

structures including religious structure

resulting higher land amp social cost

2 Passes through the mid of a pond

1 Alignment passes

through many existing roads resulting provision grade

separators 2 Combined

interchange of ROB and NH crossing is

required for that under construction ROB to be

demolished

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 18

3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR ) Option-3

1 Length of

Alignment (km) 36 36 57

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

Forest Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 19

S No Description Option-1 Option-2 ( original

STRR ) Option-3

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 27 27 4275

9 No of affected

Structures (tentative)

0 30 5

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

15 Tentative civil cost (INR in

crores) 169866 172866 2694545

16 Merits

1 Shorter alignment length

2 No built-up land is involved

17 Demerits

1 More than 30 establishments would

get affected 2Comparatively poor alignment geometry

1 Passes through pond

2Higher construction cost

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 20

4 Avoiding Savanadurga forest Area

Chainage km 46000 to km 52700 (Original km 34700 to km 41700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 67 7 88

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 21

S No Description Option-1 Option-2 ( original

STRR) Option-3

6

Existing Land use pattern

through proposed alignment

Mostly Barren Land

Barren Land Forest Land

Barren Land Forest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 5025 525 66

9 No of affected

Structures (tentative)

0 0 0

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

15 Tentative civil cost (INR in

crores) 3161395 330295 415228

16 Merits

1 Away from forest land resulting

ease in construction

2Better alignment geometry

17 Demerits

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 22

5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original STRR)

1 Length of Alignment

(km) 4 37

2 Built-up stretch Nil Nil

3 Terrain Plain Plain

4 Speed 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight distance

with curves widely spaced

6 Existing Land use

pattern through proposed alignment

Mostly Barren Land Barren Land Forest Land

7 Proposed ROW (m) 75 75

8 Total Additional land

required in Hec 30 2775

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

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Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

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Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

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Final Alignment Report 29

Fig 7 Final Alignment

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Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

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Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

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Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

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Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

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Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

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Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

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Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

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17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

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26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

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32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

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40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

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42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

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47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

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52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

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70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

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75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

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80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

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84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

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87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 8

The merits and demerits for the Hosur alignment inclusion in STRR are as follow

Merits

Enabling new spatial distribution of business housing in Hosur city

Improved road geometry will ensure enhanced traffic safety and reduction in road

accident rate

Major cross roads intersections will provisioned with free flow interchanges and will

catalyzed development of Industrial sited located near to this places

Will remove through truck traffic from cityrsquos main artery

More local traffic may get encouraged to use a route previously avoided due to heavy

truck traffic

Proactive planning by local authorities will further catalyze industrial development

Will benefits the town in revenues real estate and job opportunities

Demerit

The overall alignment length will increase and result higher land acquisition and

construction costs

Based on facts presented the district administration recommended and approved Option 4

(ABGCDJEF) for consideration

13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu

Karnataka

The original alignment validated with current developments in that region and the updated

alignment discussed with NHAI Accordingly this updated STRR alignment submitted to NHAI

vide our reference 4800182-GGN-OC-019 dated 05102017 for Concurrences from

Government of Karnataka NHAI submitted to Government of Karnataka to seek consent to the

modifications proposed in STRR vide letter NHAI12012Lot 3Package 1I2017PIU-BNG

(EXP)530 dated 09102017

The government of Karnataka vide its letter PWD518CNH2017 dated 27102017 conveyed

the concurrences NHAI vide letter NHAIPlanningEC2016DPRLot 3AP-KT-Goa amp

KeralaPkg 11087-28 dated 17112017 agreed to the further modification proposed

The approval letters obtained from the government of Karnataka and the approved alignment

are given in Fig 3 amp Fig 4

Tamil Nadu

The concurrences for Hosur portion of Tamil Nadu obtained vide letter 14787HV12017-2

dated 24012018 The approval letters obtained from government of Tamil Nadu with approved

alignments given in Fig 5 amp Fig 6

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 9

Fig 3 Concurrence obtained for alignment from Karnataka state

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 10

Fig 4 Concurrence obtained for alignment from Karnataka state

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 11

Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 12

Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 13

Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 14

14 Modifications in Original STRR

The approved alignment also gone through some further slight modifications so to amalgamate

the proposal with adjoining alignments and the details are as below

1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet

change km 0000 to km 17500 (original km 0000 to km 6500)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

1 Length of

Alignment (km) 175 65 196 1754

2 Built-up stretch Nil Nil Nil Nil

3 Terrain Plain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries Geometry is good

supports 100 Geometry is

good supports Geometry is

good supports Geometry is

good supports

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 15

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight distance with curves

widely spaced

6

Existing Land use pattern through

proposed alignment

Agricultural LandBarren Land

Industrial Land Agricultural Land

Agricultural Land Forest Land

Agricultural Land

Residential

7 Proposed ROW

(m) 75 75 75 75

8 Total Additional land required in

Hec 13125 4875 147 13155

9 No of affected

Structures (tentative)

0 20 5 20

10 ROB 1 0 1 1

11 Bridge 0 0 0 0

12 Interchange 1 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

The proposed alignment will

passes through Nijagal and

Kengal Reserve Forest

No significant environmental

impact is envisaged

15 Tentative cost (INR in crores)

94105 32089 994576 10295624

16 Merits

1 No

structureestablishment is affected 2 Connectivity

given to proposed MMLP in

Dabaspete 3 Comparatively shorter alignment

Better road

geometry could be achieved

17 Demerits

1 Alignment passes through built-up location at Dabaspete

2 Passes through the

proposed MMLP Industrial location

in Dabaspete 3Not connecting Dabaspete as a

whole

1 Larger alignment length

2 Passes through Forest land amp thus forest clearence

need to be obtained before

implimentation of project

3 Passes through the aggregate quarry area

4 Passes through abutting CISF

land

1Poor alignment Geometry 2Passing

through Built-up stretch

3Land cost will be more as the

alignement passing

through buit-up region

18 Recommendation Recommended Not

Recommended Not

Recommended Not

Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 16

2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 84 8 76

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

7 Proposed ROW

(m) 75 75 75

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 17

S No

Description Option-1 Option-2 ( original

STRR) Option-3

8 Total Additional land required in

Hec 63 60 57

9 No of affected

Structures (tentative)

0 20 20

10 ROB 1 1 1

11 Bridge 0 0 0

12 Interchange 1 1 1

13 Environmental

Impact

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

No significant environmental impact is

envisaged

15 Tentative civil cost (INR in

crores) 478854 50698 485856

16 Merits

1 No

structureestablishment is affected

2Less construction cost

3Better alignment geometry

17 Demerits

1 Passes through large number of

structures including religious structure

resulting higher land amp social cost

2 Passes through the mid of a pond

1 Alignment passes

through many existing roads resulting provision grade

separators 2 Combined

interchange of ROB and NH crossing is

required for that under construction ROB to be

demolished

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 18

3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR ) Option-3

1 Length of

Alignment (km) 36 36 57

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

Forest Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 19

S No Description Option-1 Option-2 ( original

STRR ) Option-3

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 27 27 4275

9 No of affected

Structures (tentative)

0 30 5

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

15 Tentative civil cost (INR in

crores) 169866 172866 2694545

16 Merits

1 Shorter alignment length

2 No built-up land is involved

17 Demerits

1 More than 30 establishments would

get affected 2Comparatively poor alignment geometry

1 Passes through pond

2Higher construction cost

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 20

4 Avoiding Savanadurga forest Area

Chainage km 46000 to km 52700 (Original km 34700 to km 41700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 67 7 88

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 21

S No Description Option-1 Option-2 ( original

STRR) Option-3

6

Existing Land use pattern

through proposed alignment

Mostly Barren Land

Barren Land Forest Land

Barren Land Forest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 5025 525 66

9 No of affected

Structures (tentative)

0 0 0

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

15 Tentative civil cost (INR in

crores) 3161395 330295 415228

16 Merits

1 Away from forest land resulting

ease in construction

2Better alignment geometry

17 Demerits

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 22

5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original STRR)

1 Length of Alignment

(km) 4 37

2 Built-up stretch Nil Nil

3 Terrain Plain Plain

4 Speed 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight distance

with curves widely spaced

6 Existing Land use

pattern through proposed alignment

Mostly Barren Land Barren Land Forest Land

7 Proposed ROW (m) 75 75

8 Total Additional land

required in Hec 30 2775

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

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Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

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Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

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Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

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Final Alignment Report 29

Fig 7 Final Alignment

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Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

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Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

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Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

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Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

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Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

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Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

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Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

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Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

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9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

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13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

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17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

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20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

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37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

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40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

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47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

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80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 9

Fig 3 Concurrence obtained for alignment from Karnataka state

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 10

Fig 4 Concurrence obtained for alignment from Karnataka state

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 11

Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 12

Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu

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Final Alignment Report 13

Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 14

14 Modifications in Original STRR

The approved alignment also gone through some further slight modifications so to amalgamate

the proposal with adjoining alignments and the details are as below

1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet

change km 0000 to km 17500 (original km 0000 to km 6500)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

1 Length of

Alignment (km) 175 65 196 1754

2 Built-up stretch Nil Nil Nil Nil

3 Terrain Plain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries Geometry is good

supports 100 Geometry is

good supports Geometry is

good supports Geometry is

good supports

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 15

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight distance with curves

widely spaced

6

Existing Land use pattern through

proposed alignment

Agricultural LandBarren Land

Industrial Land Agricultural Land

Agricultural Land Forest Land

Agricultural Land

Residential

7 Proposed ROW

(m) 75 75 75 75

8 Total Additional land required in

Hec 13125 4875 147 13155

9 No of affected

Structures (tentative)

0 20 5 20

10 ROB 1 0 1 1

11 Bridge 0 0 0 0

12 Interchange 1 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

The proposed alignment will

passes through Nijagal and

Kengal Reserve Forest

No significant environmental

impact is envisaged

15 Tentative cost (INR in crores)

94105 32089 994576 10295624

16 Merits

1 No

structureestablishment is affected 2 Connectivity

given to proposed MMLP in

Dabaspete 3 Comparatively shorter alignment

Better road

geometry could be achieved

17 Demerits

1 Alignment passes through built-up location at Dabaspete

2 Passes through the

proposed MMLP Industrial location

in Dabaspete 3Not connecting Dabaspete as a

whole

1 Larger alignment length

2 Passes through Forest land amp thus forest clearence

need to be obtained before

implimentation of project

3 Passes through the aggregate quarry area

4 Passes through abutting CISF

land

1Poor alignment Geometry 2Passing

through Built-up stretch

3Land cost will be more as the

alignement passing

through buit-up region

18 Recommendation Recommended Not

Recommended Not

Recommended Not

Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 16

2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 84 8 76

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

7 Proposed ROW

(m) 75 75 75

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 17

S No

Description Option-1 Option-2 ( original

STRR) Option-3

8 Total Additional land required in

Hec 63 60 57

9 No of affected

Structures (tentative)

0 20 20

10 ROB 1 1 1

11 Bridge 0 0 0

12 Interchange 1 1 1

13 Environmental

Impact

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

No significant environmental impact is

envisaged

15 Tentative civil cost (INR in

crores) 478854 50698 485856

16 Merits

1 No

structureestablishment is affected

2Less construction cost

3Better alignment geometry

17 Demerits

1 Passes through large number of

structures including religious structure

resulting higher land amp social cost

2 Passes through the mid of a pond

1 Alignment passes

through many existing roads resulting provision grade

separators 2 Combined

interchange of ROB and NH crossing is

required for that under construction ROB to be

demolished

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 18

3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR ) Option-3

1 Length of

Alignment (km) 36 36 57

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

Forest Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 19

S No Description Option-1 Option-2 ( original

STRR ) Option-3

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 27 27 4275

9 No of affected

Structures (tentative)

0 30 5

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

15 Tentative civil cost (INR in

crores) 169866 172866 2694545

16 Merits

1 Shorter alignment length

2 No built-up land is involved

17 Demerits

1 More than 30 establishments would

get affected 2Comparatively poor alignment geometry

1 Passes through pond

2Higher construction cost

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 20

4 Avoiding Savanadurga forest Area

Chainage km 46000 to km 52700 (Original km 34700 to km 41700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 67 7 88

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 21

S No Description Option-1 Option-2 ( original

STRR) Option-3

6

Existing Land use pattern

through proposed alignment

Mostly Barren Land

Barren Land Forest Land

Barren Land Forest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 5025 525 66

9 No of affected

Structures (tentative)

0 0 0

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

15 Tentative civil cost (INR in

crores) 3161395 330295 415228

16 Merits

1 Away from forest land resulting

ease in construction

2Better alignment geometry

17 Demerits

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 22

5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original STRR)

1 Length of Alignment

(km) 4 37

2 Built-up stretch Nil Nil

3 Terrain Plain Plain

4 Speed 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight distance

with curves widely spaced

6 Existing Land use

pattern through proposed alignment

Mostly Barren Land Barren Land Forest Land

7 Proposed ROW (m) 75 75

8 Total Additional land

required in Hec 30 2775

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

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Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

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Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

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Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

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Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

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Final Alignment Report 29

Fig 7 Final Alignment

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Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

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Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

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Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

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Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

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Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

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Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

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Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

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Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

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17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

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26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500

39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500

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47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 10

Fig 4 Concurrence obtained for alignment from Karnataka state

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 11

Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 12

Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 13

Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 14

14 Modifications in Original STRR

The approved alignment also gone through some further slight modifications so to amalgamate

the proposal with adjoining alignments and the details are as below

1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet

change km 0000 to km 17500 (original km 0000 to km 6500)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

1 Length of

Alignment (km) 175 65 196 1754

2 Built-up stretch Nil Nil Nil Nil

3 Terrain Plain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries Geometry is good

supports 100 Geometry is

good supports Geometry is

good supports Geometry is

good supports

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 15

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight distance with curves

widely spaced

6

Existing Land use pattern through

proposed alignment

Agricultural LandBarren Land

Industrial Land Agricultural Land

Agricultural Land Forest Land

Agricultural Land

Residential

7 Proposed ROW

(m) 75 75 75 75

8 Total Additional land required in

Hec 13125 4875 147 13155

9 No of affected

Structures (tentative)

0 20 5 20

10 ROB 1 0 1 1

11 Bridge 0 0 0 0

12 Interchange 1 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

The proposed alignment will

passes through Nijagal and

Kengal Reserve Forest

No significant environmental

impact is envisaged

15 Tentative cost (INR in crores)

94105 32089 994576 10295624

16 Merits

1 No

structureestablishment is affected 2 Connectivity

given to proposed MMLP in

Dabaspete 3 Comparatively shorter alignment

Better road

geometry could be achieved

17 Demerits

1 Alignment passes through built-up location at Dabaspete

2 Passes through the

proposed MMLP Industrial location

in Dabaspete 3Not connecting Dabaspete as a

whole

1 Larger alignment length

2 Passes through Forest land amp thus forest clearence

need to be obtained before

implimentation of project

3 Passes through the aggregate quarry area

4 Passes through abutting CISF

land

1Poor alignment Geometry 2Passing

through Built-up stretch

3Land cost will be more as the

alignement passing

through buit-up region

18 Recommendation Recommended Not

Recommended Not

Recommended Not

Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 16

2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 84 8 76

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

7 Proposed ROW

(m) 75 75 75

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 17

S No

Description Option-1 Option-2 ( original

STRR) Option-3

8 Total Additional land required in

Hec 63 60 57

9 No of affected

Structures (tentative)

0 20 20

10 ROB 1 1 1

11 Bridge 0 0 0

12 Interchange 1 1 1

13 Environmental

Impact

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

No significant environmental impact is

envisaged

15 Tentative civil cost (INR in

crores) 478854 50698 485856

16 Merits

1 No

structureestablishment is affected

2Less construction cost

3Better alignment geometry

17 Demerits

1 Passes through large number of

structures including religious structure

resulting higher land amp social cost

2 Passes through the mid of a pond

1 Alignment passes

through many existing roads resulting provision grade

separators 2 Combined

interchange of ROB and NH crossing is

required for that under construction ROB to be

demolished

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 18

3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR ) Option-3

1 Length of

Alignment (km) 36 36 57

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

Forest Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 19

S No Description Option-1 Option-2 ( original

STRR ) Option-3

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 27 27 4275

9 No of affected

Structures (tentative)

0 30 5

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

15 Tentative civil cost (INR in

crores) 169866 172866 2694545

16 Merits

1 Shorter alignment length

2 No built-up land is involved

17 Demerits

1 More than 30 establishments would

get affected 2Comparatively poor alignment geometry

1 Passes through pond

2Higher construction cost

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 20

4 Avoiding Savanadurga forest Area

Chainage km 46000 to km 52700 (Original km 34700 to km 41700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 67 7 88

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 21

S No Description Option-1 Option-2 ( original

STRR) Option-3

6

Existing Land use pattern

through proposed alignment

Mostly Barren Land

Barren Land Forest Land

Barren Land Forest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 5025 525 66

9 No of affected

Structures (tentative)

0 0 0

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

15 Tentative civil cost (INR in

crores) 3161395 330295 415228

16 Merits

1 Away from forest land resulting

ease in construction

2Better alignment geometry

17 Demerits

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 22

5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original STRR)

1 Length of Alignment

(km) 4 37

2 Built-up stretch Nil Nil

3 Terrain Plain Plain

4 Speed 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight distance

with curves widely spaced

6 Existing Land use

pattern through proposed alignment

Mostly Barren Land Barren Land Forest Land

7 Proposed ROW (m) 75 75

8 Total Additional land

required in Hec 30 2775

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

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Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

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Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

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Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

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Final Alignment Report 29

Fig 7 Final Alignment

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Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

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Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

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Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

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Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

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Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

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Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

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Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

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Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

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2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

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An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

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68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

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84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

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88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

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93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 11

Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 12

Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 13

Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 14

14 Modifications in Original STRR

The approved alignment also gone through some further slight modifications so to amalgamate

the proposal with adjoining alignments and the details are as below

1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet

change km 0000 to km 17500 (original km 0000 to km 6500)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

1 Length of

Alignment (km) 175 65 196 1754

2 Built-up stretch Nil Nil Nil Nil

3 Terrain Plain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries Geometry is good

supports 100 Geometry is

good supports Geometry is

good supports Geometry is

good supports

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 15

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight distance with curves

widely spaced

6

Existing Land use pattern through

proposed alignment

Agricultural LandBarren Land

Industrial Land Agricultural Land

Agricultural Land Forest Land

Agricultural Land

Residential

7 Proposed ROW

(m) 75 75 75 75

8 Total Additional land required in

Hec 13125 4875 147 13155

9 No of affected

Structures (tentative)

0 20 5 20

10 ROB 1 0 1 1

11 Bridge 0 0 0 0

12 Interchange 1 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

The proposed alignment will

passes through Nijagal and

Kengal Reserve Forest

No significant environmental

impact is envisaged

15 Tentative cost (INR in crores)

94105 32089 994576 10295624

16 Merits

1 No

structureestablishment is affected 2 Connectivity

given to proposed MMLP in

Dabaspete 3 Comparatively shorter alignment

Better road

geometry could be achieved

17 Demerits

1 Alignment passes through built-up location at Dabaspete

2 Passes through the

proposed MMLP Industrial location

in Dabaspete 3Not connecting Dabaspete as a

whole

1 Larger alignment length

2 Passes through Forest land amp thus forest clearence

need to be obtained before

implimentation of project

3 Passes through the aggregate quarry area

4 Passes through abutting CISF

land

1Poor alignment Geometry 2Passing

through Built-up stretch

3Land cost will be more as the

alignement passing

through buit-up region

18 Recommendation Recommended Not

Recommended Not

Recommended Not

Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 16

2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 84 8 76

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

7 Proposed ROW

(m) 75 75 75

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 17

S No

Description Option-1 Option-2 ( original

STRR) Option-3

8 Total Additional land required in

Hec 63 60 57

9 No of affected

Structures (tentative)

0 20 20

10 ROB 1 1 1

11 Bridge 0 0 0

12 Interchange 1 1 1

13 Environmental

Impact

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

No significant environmental impact is

envisaged

15 Tentative civil cost (INR in

crores) 478854 50698 485856

16 Merits

1 No

structureestablishment is affected

2Less construction cost

3Better alignment geometry

17 Demerits

1 Passes through large number of

structures including religious structure

resulting higher land amp social cost

2 Passes through the mid of a pond

1 Alignment passes

through many existing roads resulting provision grade

separators 2 Combined

interchange of ROB and NH crossing is

required for that under construction ROB to be

demolished

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 18

3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR ) Option-3

1 Length of

Alignment (km) 36 36 57

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

Forest Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 19

S No Description Option-1 Option-2 ( original

STRR ) Option-3

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 27 27 4275

9 No of affected

Structures (tentative)

0 30 5

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

15 Tentative civil cost (INR in

crores) 169866 172866 2694545

16 Merits

1 Shorter alignment length

2 No built-up land is involved

17 Demerits

1 More than 30 establishments would

get affected 2Comparatively poor alignment geometry

1 Passes through pond

2Higher construction cost

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 20

4 Avoiding Savanadurga forest Area

Chainage km 46000 to km 52700 (Original km 34700 to km 41700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 67 7 88

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 21

S No Description Option-1 Option-2 ( original

STRR) Option-3

6

Existing Land use pattern

through proposed alignment

Mostly Barren Land

Barren Land Forest Land

Barren Land Forest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 5025 525 66

9 No of affected

Structures (tentative)

0 0 0

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

15 Tentative civil cost (INR in

crores) 3161395 330295 415228

16 Merits

1 Away from forest land resulting

ease in construction

2Better alignment geometry

17 Demerits

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 22

5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original STRR)

1 Length of Alignment

(km) 4 37

2 Built-up stretch Nil Nil

3 Terrain Plain Plain

4 Speed 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight distance

with curves widely spaced

6 Existing Land use

pattern through proposed alignment

Mostly Barren Land Barren Land Forest Land

7 Proposed ROW (m) 75 75

8 Total Additional land

required in Hec 30 2775

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

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Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

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Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

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Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

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Final Alignment Report 29

Fig 7 Final Alignment

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Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

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Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

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Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

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Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

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Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

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Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

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Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

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Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

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An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

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64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

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68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

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88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

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96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 12

Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 13

Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 14

14 Modifications in Original STRR

The approved alignment also gone through some further slight modifications so to amalgamate

the proposal with adjoining alignments and the details are as below

1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet

change km 0000 to km 17500 (original km 0000 to km 6500)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

1 Length of

Alignment (km) 175 65 196 1754

2 Built-up stretch Nil Nil Nil Nil

3 Terrain Plain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries Geometry is good

supports 100 Geometry is

good supports Geometry is

good supports Geometry is

good supports

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 15

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight distance with curves

widely spaced

6

Existing Land use pattern through

proposed alignment

Agricultural LandBarren Land

Industrial Land Agricultural Land

Agricultural Land Forest Land

Agricultural Land

Residential

7 Proposed ROW

(m) 75 75 75 75

8 Total Additional land required in

Hec 13125 4875 147 13155

9 No of affected

Structures (tentative)

0 20 5 20

10 ROB 1 0 1 1

11 Bridge 0 0 0 0

12 Interchange 1 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

The proposed alignment will

passes through Nijagal and

Kengal Reserve Forest

No significant environmental

impact is envisaged

15 Tentative cost (INR in crores)

94105 32089 994576 10295624

16 Merits

1 No

structureestablishment is affected 2 Connectivity

given to proposed MMLP in

Dabaspete 3 Comparatively shorter alignment

Better road

geometry could be achieved

17 Demerits

1 Alignment passes through built-up location at Dabaspete

2 Passes through the

proposed MMLP Industrial location

in Dabaspete 3Not connecting Dabaspete as a

whole

1 Larger alignment length

2 Passes through Forest land amp thus forest clearence

need to be obtained before

implimentation of project

3 Passes through the aggregate quarry area

4 Passes through abutting CISF

land

1Poor alignment Geometry 2Passing

through Built-up stretch

3Land cost will be more as the

alignement passing

through buit-up region

18 Recommendation Recommended Not

Recommended Not

Recommended Not

Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 16

2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 84 8 76

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

7 Proposed ROW

(m) 75 75 75

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 17

S No

Description Option-1 Option-2 ( original

STRR) Option-3

8 Total Additional land required in

Hec 63 60 57

9 No of affected

Structures (tentative)

0 20 20

10 ROB 1 1 1

11 Bridge 0 0 0

12 Interchange 1 1 1

13 Environmental

Impact

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

No significant environmental impact is

envisaged

15 Tentative civil cost (INR in

crores) 478854 50698 485856

16 Merits

1 No

structureestablishment is affected

2Less construction cost

3Better alignment geometry

17 Demerits

1 Passes through large number of

structures including religious structure

resulting higher land amp social cost

2 Passes through the mid of a pond

1 Alignment passes

through many existing roads resulting provision grade

separators 2 Combined

interchange of ROB and NH crossing is

required for that under construction ROB to be

demolished

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 18

3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR ) Option-3

1 Length of

Alignment (km) 36 36 57

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

Forest Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 19

S No Description Option-1 Option-2 ( original

STRR ) Option-3

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 27 27 4275

9 No of affected

Structures (tentative)

0 30 5

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

15 Tentative civil cost (INR in

crores) 169866 172866 2694545

16 Merits

1 Shorter alignment length

2 No built-up land is involved

17 Demerits

1 More than 30 establishments would

get affected 2Comparatively poor alignment geometry

1 Passes through pond

2Higher construction cost

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 20

4 Avoiding Savanadurga forest Area

Chainage km 46000 to km 52700 (Original km 34700 to km 41700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 67 7 88

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 21

S No Description Option-1 Option-2 ( original

STRR) Option-3

6

Existing Land use pattern

through proposed alignment

Mostly Barren Land

Barren Land Forest Land

Barren Land Forest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 5025 525 66

9 No of affected

Structures (tentative)

0 0 0

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

15 Tentative civil cost (INR in

crores) 3161395 330295 415228

16 Merits

1 Away from forest land resulting

ease in construction

2Better alignment geometry

17 Demerits

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 22

5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original STRR)

1 Length of Alignment

(km) 4 37

2 Built-up stretch Nil Nil

3 Terrain Plain Plain

4 Speed 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight distance

with curves widely spaced

6 Existing Land use

pattern through proposed alignment

Mostly Barren Land Barren Land Forest Land

7 Proposed ROW (m) 75 75

8 Total Additional land

required in Hec 30 2775

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

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Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

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Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

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Final Alignment Report 29

Fig 7 Final Alignment

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Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

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Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

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Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

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Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

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Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

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Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

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13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

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20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

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28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

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An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

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87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 13

Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 14

14 Modifications in Original STRR

The approved alignment also gone through some further slight modifications so to amalgamate

the proposal with adjoining alignments and the details are as below

1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet

change km 0000 to km 17500 (original km 0000 to km 6500)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

1 Length of

Alignment (km) 175 65 196 1754

2 Built-up stretch Nil Nil Nil Nil

3 Terrain Plain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries Geometry is good

supports 100 Geometry is

good supports Geometry is

good supports Geometry is

good supports

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 15

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight distance with curves

widely spaced

6

Existing Land use pattern through

proposed alignment

Agricultural LandBarren Land

Industrial Land Agricultural Land

Agricultural Land Forest Land

Agricultural Land

Residential

7 Proposed ROW

(m) 75 75 75 75

8 Total Additional land required in

Hec 13125 4875 147 13155

9 No of affected

Structures (tentative)

0 20 5 20

10 ROB 1 0 1 1

11 Bridge 0 0 0 0

12 Interchange 1 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

The proposed alignment will

passes through Nijagal and

Kengal Reserve Forest

No significant environmental

impact is envisaged

15 Tentative cost (INR in crores)

94105 32089 994576 10295624

16 Merits

1 No

structureestablishment is affected 2 Connectivity

given to proposed MMLP in

Dabaspete 3 Comparatively shorter alignment

Better road

geometry could be achieved

17 Demerits

1 Alignment passes through built-up location at Dabaspete

2 Passes through the

proposed MMLP Industrial location

in Dabaspete 3Not connecting Dabaspete as a

whole

1 Larger alignment length

2 Passes through Forest land amp thus forest clearence

need to be obtained before

implimentation of project

3 Passes through the aggregate quarry area

4 Passes through abutting CISF

land

1Poor alignment Geometry 2Passing

through Built-up stretch

3Land cost will be more as the

alignement passing

through buit-up region

18 Recommendation Recommended Not

Recommended Not

Recommended Not

Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 16

2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 84 8 76

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

7 Proposed ROW

(m) 75 75 75

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 17

S No

Description Option-1 Option-2 ( original

STRR) Option-3

8 Total Additional land required in

Hec 63 60 57

9 No of affected

Structures (tentative)

0 20 20

10 ROB 1 1 1

11 Bridge 0 0 0

12 Interchange 1 1 1

13 Environmental

Impact

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

No significant environmental impact is

envisaged

15 Tentative civil cost (INR in

crores) 478854 50698 485856

16 Merits

1 No

structureestablishment is affected

2Less construction cost

3Better alignment geometry

17 Demerits

1 Passes through large number of

structures including religious structure

resulting higher land amp social cost

2 Passes through the mid of a pond

1 Alignment passes

through many existing roads resulting provision grade

separators 2 Combined

interchange of ROB and NH crossing is

required for that under construction ROB to be

demolished

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 18

3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR ) Option-3

1 Length of

Alignment (km) 36 36 57

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

Forest Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 19

S No Description Option-1 Option-2 ( original

STRR ) Option-3

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 27 27 4275

9 No of affected

Structures (tentative)

0 30 5

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

15 Tentative civil cost (INR in

crores) 169866 172866 2694545

16 Merits

1 Shorter alignment length

2 No built-up land is involved

17 Demerits

1 More than 30 establishments would

get affected 2Comparatively poor alignment geometry

1 Passes through pond

2Higher construction cost

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 20

4 Avoiding Savanadurga forest Area

Chainage km 46000 to km 52700 (Original km 34700 to km 41700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 67 7 88

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 21

S No Description Option-1 Option-2 ( original

STRR) Option-3

6

Existing Land use pattern

through proposed alignment

Mostly Barren Land

Barren Land Forest Land

Barren Land Forest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 5025 525 66

9 No of affected

Structures (tentative)

0 0 0

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

15 Tentative civil cost (INR in

crores) 3161395 330295 415228

16 Merits

1 Away from forest land resulting

ease in construction

2Better alignment geometry

17 Demerits

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 22

5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original STRR)

1 Length of Alignment

(km) 4 37

2 Built-up stretch Nil Nil

3 Terrain Plain Plain

4 Speed 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight distance

with curves widely spaced

6 Existing Land use

pattern through proposed alignment

Mostly Barren Land Barren Land Forest Land

7 Proposed ROW (m) 75 75

8 Total Additional land

required in Hec 30 2775

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

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Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

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Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

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Final Alignment Report 29

Fig 7 Final Alignment

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Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

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Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

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Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

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Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

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Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

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Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

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Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

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17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

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An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

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75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

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83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

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87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 14

14 Modifications in Original STRR

The approved alignment also gone through some further slight modifications so to amalgamate

the proposal with adjoining alignments and the details are as below

1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet

change km 0000 to km 17500 (original km 0000 to km 6500)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

1 Length of

Alignment (km) 175 65 196 1754

2 Built-up stretch Nil Nil Nil Nil

3 Terrain Plain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries Geometry is good

supports 100 Geometry is

good supports Geometry is

good supports Geometry is

good supports

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 15

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight distance with curves

widely spaced

6

Existing Land use pattern through

proposed alignment

Agricultural LandBarren Land

Industrial Land Agricultural Land

Agricultural Land Forest Land

Agricultural Land

Residential

7 Proposed ROW

(m) 75 75 75 75

8 Total Additional land required in

Hec 13125 4875 147 13155

9 No of affected

Structures (tentative)

0 20 5 20

10 ROB 1 0 1 1

11 Bridge 0 0 0 0

12 Interchange 1 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

The proposed alignment will

passes through Nijagal and

Kengal Reserve Forest

No significant environmental

impact is envisaged

15 Tentative cost (INR in crores)

94105 32089 994576 10295624

16 Merits

1 No

structureestablishment is affected 2 Connectivity

given to proposed MMLP in

Dabaspete 3 Comparatively shorter alignment

Better road

geometry could be achieved

17 Demerits

1 Alignment passes through built-up location at Dabaspete

2 Passes through the

proposed MMLP Industrial location

in Dabaspete 3Not connecting Dabaspete as a

whole

1 Larger alignment length

2 Passes through Forest land amp thus forest clearence

need to be obtained before

implimentation of project

3 Passes through the aggregate quarry area

4 Passes through abutting CISF

land

1Poor alignment Geometry 2Passing

through Built-up stretch

3Land cost will be more as the

alignement passing

through buit-up region

18 Recommendation Recommended Not

Recommended Not

Recommended Not

Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 16

2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 84 8 76

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

7 Proposed ROW

(m) 75 75 75

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 17

S No

Description Option-1 Option-2 ( original

STRR) Option-3

8 Total Additional land required in

Hec 63 60 57

9 No of affected

Structures (tentative)

0 20 20

10 ROB 1 1 1

11 Bridge 0 0 0

12 Interchange 1 1 1

13 Environmental

Impact

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

No significant environmental impact is

envisaged

15 Tentative civil cost (INR in

crores) 478854 50698 485856

16 Merits

1 No

structureestablishment is affected

2Less construction cost

3Better alignment geometry

17 Demerits

1 Passes through large number of

structures including religious structure

resulting higher land amp social cost

2 Passes through the mid of a pond

1 Alignment passes

through many existing roads resulting provision grade

separators 2 Combined

interchange of ROB and NH crossing is

required for that under construction ROB to be

demolished

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 18

3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR ) Option-3

1 Length of

Alignment (km) 36 36 57

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

Forest Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 19

S No Description Option-1 Option-2 ( original

STRR ) Option-3

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 27 27 4275

9 No of affected

Structures (tentative)

0 30 5

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

15 Tentative civil cost (INR in

crores) 169866 172866 2694545

16 Merits

1 Shorter alignment length

2 No built-up land is involved

17 Demerits

1 More than 30 establishments would

get affected 2Comparatively poor alignment geometry

1 Passes through pond

2Higher construction cost

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 20

4 Avoiding Savanadurga forest Area

Chainage km 46000 to km 52700 (Original km 34700 to km 41700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 67 7 88

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 21

S No Description Option-1 Option-2 ( original

STRR) Option-3

6

Existing Land use pattern

through proposed alignment

Mostly Barren Land

Barren Land Forest Land

Barren Land Forest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 5025 525 66

9 No of affected

Structures (tentative)

0 0 0

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

15 Tentative civil cost (INR in

crores) 3161395 330295 415228

16 Merits

1 Away from forest land resulting

ease in construction

2Better alignment geometry

17 Demerits

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 22

5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original STRR)

1 Length of Alignment

(km) 4 37

2 Built-up stretch Nil Nil

3 Terrain Plain Plain

4 Speed 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight distance

with curves widely spaced

6 Existing Land use

pattern through proposed alignment

Mostly Barren Land Barren Land Forest Land

7 Proposed ROW (m) 75 75

8 Total Additional land

required in Hec 30 2775

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

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Final Alignment Report 29

Fig 7 Final Alignment

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Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

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Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

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Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

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Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

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Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

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Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

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26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

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40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

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44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

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47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 15

S No

Description Option-1 Option 2

(Original STRR) Option-3 Option-4

kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight

distance with curves widely

spaced

100 kmph speed Good sight distance with curves

widely spaced

6

Existing Land use pattern through

proposed alignment

Agricultural LandBarren Land

Industrial Land Agricultural Land

Agricultural Land Forest Land

Agricultural Land

Residential

7 Proposed ROW

(m) 75 75 75 75

8 Total Additional land required in

Hec 13125 4875 147 13155

9 No of affected

Structures (tentative)

0 20 5 20

10 ROB 1 0 1 1

11 Bridge 0 0 0 0

12 Interchange 1 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

The proposed alignment will

passes through Nijagal and

Kengal Reserve Forest

No significant environmental

impact is envisaged

15 Tentative cost (INR in crores)

94105 32089 994576 10295624

16 Merits

1 No

structureestablishment is affected 2 Connectivity

given to proposed MMLP in

Dabaspete 3 Comparatively shorter alignment

Better road

geometry could be achieved

17 Demerits

1 Alignment passes through built-up location at Dabaspete

2 Passes through the

proposed MMLP Industrial location

in Dabaspete 3Not connecting Dabaspete as a

whole

1 Larger alignment length

2 Passes through Forest land amp thus forest clearence

need to be obtained before

implimentation of project

3 Passes through the aggregate quarry area

4 Passes through abutting CISF

land

1Poor alignment Geometry 2Passing

through Built-up stretch

3Land cost will be more as the

alignement passing

through buit-up region

18 Recommendation Recommended Not

Recommended Not

Recommended Not

Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 16

2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 84 8 76

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

7 Proposed ROW

(m) 75 75 75

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 17

S No

Description Option-1 Option-2 ( original

STRR) Option-3

8 Total Additional land required in

Hec 63 60 57

9 No of affected

Structures (tentative)

0 20 20

10 ROB 1 1 1

11 Bridge 0 0 0

12 Interchange 1 1 1

13 Environmental

Impact

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

No significant environmental impact is

envisaged

15 Tentative civil cost (INR in

crores) 478854 50698 485856

16 Merits

1 No

structureestablishment is affected

2Less construction cost

3Better alignment geometry

17 Demerits

1 Passes through large number of

structures including religious structure

resulting higher land amp social cost

2 Passes through the mid of a pond

1 Alignment passes

through many existing roads resulting provision grade

separators 2 Combined

interchange of ROB and NH crossing is

required for that under construction ROB to be

demolished

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 18

3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR ) Option-3

1 Length of

Alignment (km) 36 36 57

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

Forest Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 19

S No Description Option-1 Option-2 ( original

STRR ) Option-3

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 27 27 4275

9 No of affected

Structures (tentative)

0 30 5

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

15 Tentative civil cost (INR in

crores) 169866 172866 2694545

16 Merits

1 Shorter alignment length

2 No built-up land is involved

17 Demerits

1 More than 30 establishments would

get affected 2Comparatively poor alignment geometry

1 Passes through pond

2Higher construction cost

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 20

4 Avoiding Savanadurga forest Area

Chainage km 46000 to km 52700 (Original km 34700 to km 41700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 67 7 88

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 21

S No Description Option-1 Option-2 ( original

STRR) Option-3

6

Existing Land use pattern

through proposed alignment

Mostly Barren Land

Barren Land Forest Land

Barren Land Forest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 5025 525 66

9 No of affected

Structures (tentative)

0 0 0

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

15 Tentative civil cost (INR in

crores) 3161395 330295 415228

16 Merits

1 Away from forest land resulting

ease in construction

2Better alignment geometry

17 Demerits

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 22

5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original STRR)

1 Length of Alignment

(km) 4 37

2 Built-up stretch Nil Nil

3 Terrain Plain Plain

4 Speed 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight distance

with curves widely spaced

6 Existing Land use

pattern through proposed alignment

Mostly Barren Land Barren Land Forest Land

7 Proposed ROW (m) 75 75

8 Total Additional land

required in Hec 30 2775

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

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Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

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Final Alignment Report 29

Fig 7 Final Alignment

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Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

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Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

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Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

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Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500

39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500

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47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

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Final Alignment Report 16

2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below

S No

Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 84 8 76

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

7 Proposed ROW

(m) 75 75 75

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Final Alignment Report 17

S No

Description Option-1 Option-2 ( original

STRR) Option-3

8 Total Additional land required in

Hec 63 60 57

9 No of affected

Structures (tentative)

0 20 20

10 ROB 1 1 1

11 Bridge 0 0 0

12 Interchange 1 1 1

13 Environmental

Impact

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

No significant environmental impact is

envisaged

15 Tentative civil cost (INR in

crores) 478854 50698 485856

16 Merits

1 No

structureestablishment is affected

2Less construction cost

3Better alignment geometry

17 Demerits

1 Passes through large number of

structures including religious structure

resulting higher land amp social cost

2 Passes through the mid of a pond

1 Alignment passes

through many existing roads resulting provision grade

separators 2 Combined

interchange of ROB and NH crossing is

required for that under construction ROB to be

demolished

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 18

3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR ) Option-3

1 Length of

Alignment (km) 36 36 57

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

Forest Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 19

S No Description Option-1 Option-2 ( original

STRR ) Option-3

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 27 27 4275

9 No of affected

Structures (tentative)

0 30 5

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

15 Tentative civil cost (INR in

crores) 169866 172866 2694545

16 Merits

1 Shorter alignment length

2 No built-up land is involved

17 Demerits

1 More than 30 establishments would

get affected 2Comparatively poor alignment geometry

1 Passes through pond

2Higher construction cost

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 20

4 Avoiding Savanadurga forest Area

Chainage km 46000 to km 52700 (Original km 34700 to km 41700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 67 7 88

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 21

S No Description Option-1 Option-2 ( original

STRR) Option-3

6

Existing Land use pattern

through proposed alignment

Mostly Barren Land

Barren Land Forest Land

Barren Land Forest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 5025 525 66

9 No of affected

Structures (tentative)

0 0 0

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

15 Tentative civil cost (INR in

crores) 3161395 330295 415228

16 Merits

1 Away from forest land resulting

ease in construction

2Better alignment geometry

17 Demerits

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 22

5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original STRR)

1 Length of Alignment

(km) 4 37

2 Built-up stretch Nil Nil

3 Terrain Plain Plain

4 Speed 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight distance

with curves widely spaced

6 Existing Land use

pattern through proposed alignment

Mostly Barren Land Barren Land Forest Land

7 Proposed ROW (m) 75 75

8 Total Additional land

required in Hec 30 2775

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 29

Fig 7 Final Alignment

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500

39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500

46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500

47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 17

S No

Description Option-1 Option-2 ( original

STRR) Option-3

8 Total Additional land required in

Hec 63 60 57

9 No of affected

Structures (tentative)

0 20 20

10 ROB 1 1 1

11 Bridge 0 0 0

12 Interchange 1 1 1

13 Environmental

Impact

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

No significant environmental impact is

envisaged

15 Tentative civil cost (INR in

crores) 478854 50698 485856

16 Merits

1 No

structureestablishment is affected

2Less construction cost

3Better alignment geometry

17 Demerits

1 Passes through large number of

structures including religious structure

resulting higher land amp social cost

2 Passes through the mid of a pond

1 Alignment passes

through many existing roads resulting provision grade

separators 2 Combined

interchange of ROB and NH crossing is

required for that under construction ROB to be

demolished

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 18

3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR ) Option-3

1 Length of

Alignment (km) 36 36 57

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

Forest Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 19

S No Description Option-1 Option-2 ( original

STRR ) Option-3

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 27 27 4275

9 No of affected

Structures (tentative)

0 30 5

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

15 Tentative civil cost (INR in

crores) 169866 172866 2694545

16 Merits

1 Shorter alignment length

2 No built-up land is involved

17 Demerits

1 More than 30 establishments would

get affected 2Comparatively poor alignment geometry

1 Passes through pond

2Higher construction cost

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 20

4 Avoiding Savanadurga forest Area

Chainage km 46000 to km 52700 (Original km 34700 to km 41700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 67 7 88

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 21

S No Description Option-1 Option-2 ( original

STRR) Option-3

6

Existing Land use pattern

through proposed alignment

Mostly Barren Land

Barren Land Forest Land

Barren Land Forest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 5025 525 66

9 No of affected

Structures (tentative)

0 0 0

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

15 Tentative civil cost (INR in

crores) 3161395 330295 415228

16 Merits

1 Away from forest land resulting

ease in construction

2Better alignment geometry

17 Demerits

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 22

5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original STRR)

1 Length of Alignment

(km) 4 37

2 Built-up stretch Nil Nil

3 Terrain Plain Plain

4 Speed 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight distance

with curves widely spaced

6 Existing Land use

pattern through proposed alignment

Mostly Barren Land Barren Land Forest Land

7 Proposed ROW (m) 75 75

8 Total Additional land

required in Hec 30 2775

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 29

Fig 7 Final Alignment

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500

39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500

46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500

47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

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Final Alignment Report 18

3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR ) Option-3

1 Length of

Alignment (km) 36 36 57

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural Land Agricultural Land Agricultural Land

Forest Land

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Final Alignment Report 19

S No Description Option-1 Option-2 ( original

STRR ) Option-3

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 27 27 4275

9 No of affected

Structures (tentative)

0 30 5

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

15 Tentative civil cost (INR in

crores) 169866 172866 2694545

16 Merits

1 Shorter alignment length

2 No built-up land is involved

17 Demerits

1 More than 30 establishments would

get affected 2Comparatively poor alignment geometry

1 Passes through pond

2Higher construction cost

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 20

4 Avoiding Savanadurga forest Area

Chainage km 46000 to km 52700 (Original km 34700 to km 41700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 67 7 88

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 21

S No Description Option-1 Option-2 ( original

STRR) Option-3

6

Existing Land use pattern

through proposed alignment

Mostly Barren Land

Barren Land Forest Land

Barren Land Forest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 5025 525 66

9 No of affected

Structures (tentative)

0 0 0

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

15 Tentative civil cost (INR in

crores) 3161395 330295 415228

16 Merits

1 Away from forest land resulting

ease in construction

2Better alignment geometry

17 Demerits

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 22

5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original STRR)

1 Length of Alignment

(km) 4 37

2 Built-up stretch Nil Nil

3 Terrain Plain Plain

4 Speed 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight distance

with curves widely spaced

6 Existing Land use

pattern through proposed alignment

Mostly Barren Land Barren Land Forest Land

7 Proposed ROW (m) 75 75

8 Total Additional land

required in Hec 30 2775

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Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

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Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

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Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

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Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

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Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

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Final Alignment Report 29

Fig 7 Final Alignment

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Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

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Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

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Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

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Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

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Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

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Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

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Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

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Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500

39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500

46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500

47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 19

S No Description Option-1 Option-2 ( original

STRR ) Option-3

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 27 27 4275

9 No of affected

Structures (tentative)

0 30 5

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

No significant environmental impact

is envisaged

No significant environmental

impact is envisaged

15 Tentative civil cost (INR in

crores) 169866 172866 2694545

16 Merits

1 Shorter alignment length

2 No built-up land is involved

17 Demerits

1 More than 30 establishments would

get affected 2Comparatively poor alignment geometry

1 Passes through pond

2Higher construction cost

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 20

4 Avoiding Savanadurga forest Area

Chainage km 46000 to km 52700 (Original km 34700 to km 41700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 67 7 88

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 21

S No Description Option-1 Option-2 ( original

STRR) Option-3

6

Existing Land use pattern

through proposed alignment

Mostly Barren Land

Barren Land Forest Land

Barren Land Forest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 5025 525 66

9 No of affected

Structures (tentative)

0 0 0

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

15 Tentative civil cost (INR in

crores) 3161395 330295 415228

16 Merits

1 Away from forest land resulting

ease in construction

2Better alignment geometry

17 Demerits

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 22

5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original STRR)

1 Length of Alignment

(km) 4 37

2 Built-up stretch Nil Nil

3 Terrain Plain Plain

4 Speed 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight distance

with curves widely spaced

6 Existing Land use

pattern through proposed alignment

Mostly Barren Land Barren Land Forest Land

7 Proposed ROW (m) 75 75

8 Total Additional land

required in Hec 30 2775

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

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Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

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Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

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Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

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Final Alignment Report 29

Fig 7 Final Alignment

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Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

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Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

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Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

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Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

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Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

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Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

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Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

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Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

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17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

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24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

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39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

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47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 20

4 Avoiding Savanadurga forest Area

Chainage km 46000 to km 52700 (Original km 34700 to km 41700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original

STRR) Option-3

1 Length of

Alignment (km) 67 7 88

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 21

S No Description Option-1 Option-2 ( original

STRR) Option-3

6

Existing Land use pattern

through proposed alignment

Mostly Barren Land

Barren Land Forest Land

Barren Land Forest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 5025 525 66

9 No of affected

Structures (tentative)

0 0 0

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

15 Tentative civil cost (INR in

crores) 3161395 330295 415228

16 Merits

1 Away from forest land resulting

ease in construction

2Better alignment geometry

17 Demerits

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 22

5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original STRR)

1 Length of Alignment

(km) 4 37

2 Built-up stretch Nil Nil

3 Terrain Plain Plain

4 Speed 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight distance

with curves widely spaced

6 Existing Land use

pattern through proposed alignment

Mostly Barren Land Barren Land Forest Land

7 Proposed ROW (m) 75 75

8 Total Additional land

required in Hec 30 2775

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 29

Fig 7 Final Alignment

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500

39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500

46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500

47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 21

S No Description Option-1 Option-2 ( original

STRR) Option-3

6

Existing Land use pattern

through proposed alignment

Mostly Barren Land

Barren Land Forest Land

Barren Land Forest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 5025 525 66

9 No of affected

Structures (tentative)

0 0 0

10 ROB 0 0 0

11 Bridge 0 0 0

12 Interchange 0 0 0

13 Environmental

Impact

No significant environmental

impact is envisaged

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

15 Tentative civil cost (INR in

crores) 3161395 330295 415228

16 Merits

1 Away from forest land resulting

ease in construction

2Better alignment geometry

17 Demerits

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

The proposed alignment passes

through Savanadurga Reserve Forest Thus

Reserve forest clearances required

This will delay the project implementation

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 22

5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original STRR)

1 Length of Alignment

(km) 4 37

2 Built-up stretch Nil Nil

3 Terrain Plain Plain

4 Speed 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight distance

with curves widely spaced

6 Existing Land use

pattern through proposed alignment

Mostly Barren Land Barren Land Forest Land

7 Proposed ROW (m) 75 75

8 Total Additional land

required in Hec 30 2775

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

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Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

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Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

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Final Alignment Report 29

Fig 7 Final Alignment

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Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

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Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

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Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

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Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

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Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

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Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500

39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500

46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500

47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 22

5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 ( original STRR)

1 Length of Alignment

(km) 4 37

2 Built-up stretch Nil Nil

3 Terrain Plain Plain

4 Speed 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight distance

with curves widely spaced

6 Existing Land use

pattern through proposed alignment

Mostly Barren Land Barren Land Forest Land

7 Proposed ROW (m) 75 75

8 Total Additional land

required in Hec 30 2775

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

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Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

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Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

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Final Alignment Report 29

Fig 7 Final Alignment

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Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

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Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

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Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

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Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

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Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

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Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

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An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

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76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

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87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

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95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

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xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 23

S No Description Option-1 Option-2 ( original STRR)

9 No of affected

Structures (tentative)

0 0

10 ROB 0 0

11 Bridge 0 0

12 Interchange 0 0

13 Environmental

Impact No significant environmental

impact is envisaged

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

15 Tentative civil cost

(INR in crores) 18874 1745845

16 Merits Away from forest land

resulting ease in construction

17 Demerits

The proposed alignment passes through Siddadevarabetta

Reserve Forest Thus Reserve forest clearances required

18 Recommendation Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 29

Fig 7 Final Alignment

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500

39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500

46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500

47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 24

6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)

Alignment options

Comparative statement The comparative statements of all four options of proposed modifications are given below

S No Description Option-1 Option-2 (original

STRR) Option-3

1 Length of

Alignment (km) 186 17 2505

2 Built-up stretch Nil Nil Nil

3 Terrain Plain Plain Plain

4 Speed 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports 100 kmph speed Good sight

distance with curves widely

spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

Geometry is good supports 100 kmph speed Good sight

distance with curves widely spaced

6

Existing Land use pattern

through proposed alignment

Agricultural LandBarren Land

Agricultural Land Forest

LandResidential

Agricultural LandBarren LandForest Land

7 Proposed ROW

(m) 75 75 75

8 Total Additional land required in

Hec 1395 1275 187875

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Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

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Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

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Final Alignment Report 29

Fig 7 Final Alignment

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Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

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Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

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Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

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Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

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Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

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Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500

39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500

46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500

47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 25

S No Description Option-1 Option-2 (original

STRR) Option-3

9 No of affected

Structures (tentative)

0 0 10

10 ROB 1 1 1

11 Bridge 1 1 1

12 Interchange 1 1 2

13 Environmental

Impact

No significant environmental

impact is envisaged

The alignment is passing through the Ramadevarabetta

Reserve forest

The proposed alignment pass through close

proximity of Doddamannugudde

Reserve Forest

15 Tentative civil cost (INR in

crores) 992641 917145 134798425

16 Merits

1Not demolishing

any major structure

2No forest land is involved resulting

ease of construction

17 Demerits

The alignment is passing through the

mid of Ramadevarabetta Vulture Sanctuary

1 Larger alignment length

2 The proposed alignment pass through

close proximity of Doddamannugudde

Reserve Forest 3 the existing railway line and the National highway

are in close proximity (250m) therefore vertical geometry not suitable for

ROB amp interchange provision in NH 275

18 Recommendation Recommended Not Recommended Not Recommended

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 29

Fig 7 Final Alignment

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500

39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500

46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500

47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 26

7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)

Alignment options

The comparative statements of all four options of proposed modifications are given below

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

1 Length of Alignment

(km) 25 2465 2110 1961 1925

2 Built-up stretch

Nil Nil Nil Nil Nil

3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling

4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph

5 Geometries

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed Good sight distance

with curves widely spaced

Geometry is good supports

100 kmph speed

Geometry is good supports

100 kmph speed

6

Existing Land use pattern through

proposed alignment

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

BarrenAgricultural Land

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 29

Fig 7 Final Alignment

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Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500

39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500

46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500

47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 27

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

7 Proposed ROW (m)

75 75 75 75 75

8

Total Additional

land required in

Hec

1725 17625 148125 14175 13875

9

No of affected

Structures (tentative)

75 20 5 5 5

10 ROB 0 0 0 0 0

11 Major Bridge

1 1 1 1 1

12 Interchange 1 1 1 1 1

13 Environment

al Impact

Pass through reserve forest

land and heavily built up

area

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

No significant environmental

impact is envisaged

15

Tentative civil cost (INR in crores)

141613 139054 120225 115086 107449

16 Merits -

Improved geometry as compare to

original Avoid acquisition in built-up and

reserve forest area

Length is shorter as compare to proposed amp

original Avoid acquisition in built-up and

reserve forest area No

significant environmental

impact

Length is shorter as compare to proposed

original and Alt-1 Avoid

acquisition in built-up and

reserve forest area No

significant environmental

impact

Good horizontal

geometry The length will be

shorter compared to

originally proposed alignment Very less

structures will be affected No

significant environmental

impact

17 Demerits

Passes through large

number of structures including religious structure resulting

higher land amp social cost

The existing

NH and proposed

Kankapura bypass are at the distance of

The proposed flyover will be combined for both existing

NH 209 and its newly

proposed bypass

resulting more length

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Comparatively poor horizontal

geometry Large amount

of cutting involved Pass through close

to reserve forest area

There is major water pipe (2 no) line run

parallel to NH 209

Interchange length will be more as they

Some amount cutting is

expected due to rolling terrain

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 29

Fig 7 Final Alignment

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500

39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500

46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500

47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 28

S No

Description Original STRR Alt 1

(Modified) Alt 2 Alt 3 Alt 4

about 800m This envisage a combined structure

Higher construction

cost

are at close proximity to road The

interchange proposal may encroach the existing water

body

are at close proximity to road The

interchange proposal may encroach the existing water

body

18 Not

Recommended Not

Recommended Not

Recommended Not

Recommended Recommended

End point of Tamil NaduKarnataka

The end of STRR will need integration with the alignment under finalization for 4 lanes of

Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient

connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10

January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover

Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala

Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal

modified after discussed with RONHAIBangalore The alignment also slightly modified in few

locations in Karnataka portion The Modifications also further discussed with CGMNHAI on

3112018 and agreed upon

Final updated alignment incorporating all modifications given Fig 7 The final alignment

drawings on google images given in separate volume

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 29

Fig 7 Final Alignment

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

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5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

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8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

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20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

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41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

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44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

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47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 29

Fig 7 Final Alignment

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500

39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500

46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500

47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 30

15 Satellite Towns Ring Road (STRR) Bangalore West Side

Bangalore town is thickly populated and In order to ensure safe smooth efficient and high

speed transport corridor to this city it is impetus that the infrastructure of city and adjoining

towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH

275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp

SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of

these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring

road currently has only four lanes configuration with very congested traffic level Further the

toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4

times and without return passage)

The STRR will function as an alternative and there is huge potential for the traffic to get divert

the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to

Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway

Therefore reviving the STRR project with considering current development in the region

including development of STRR west side is absolute necessary on priority basis and it is

propose to consider a 6lanes carriageway configuration throughout as minimum requirement

151 Road under progress in STRR

Dobbaspet to Hoskote (8020km)

The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has

taken up for implementation to 4lanes divided carriageway configuration with 45m land width

by NHAI However the civil work currently held up due to contract complications NHAI is

currently reviving this project with 60m right of way and 6lanes project facilities

Hoskote to SarjapurBagalur

The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed

project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI

to this portion This alignment will be integrate with our current study to complete the ring for

entire STRR alignment

Bangalore ndash Chennai Expressway

The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities

of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP

Phase IV program and currently consider under Bharatmala Scheme This high speed travel

corridor will run parallel to existing NH 4 and will be develop with total access control facility

The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in

Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed

facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in

Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore

Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be

4lanes carriageway with 5 major interchanges with fully access control facilities

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500

39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500

46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500

47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 31

16 Declaration of STRR (west side) as NH

The proposed STRR declared as National highway with a serial number 462 and new National

highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy

of Gazette enclosed in Annexure 1

17 Project road

The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura

Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore

Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of

Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate

of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR

merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098

(near Sampangere)

Terrain

The project road stretch is passing through Plain and rolling terrain

Land use

The land use by the side of this road predominantly barren and agriculture

Project proposals

The proposal envisages a six lanes divided carriageway configuration with raised median as

per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013

Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling

Proposed ROW

A 75m corridor will propose for the entire alignment as intimated by NHAI except in

interchange locations additional width as per requirement will proposed

Road Configuration

Six lanes divided carriageway configuration with raised median will proposed as per 6lanes

manual The structures will proposed for 8lanes configuration The proposed project road will

be consider for fully access controlled facilities as per NHAI guidelines All major cross roads

will be provide with grade separated structures to ensure uninterrupted free flow through traffic

and to provide safety to local traffic As far possible the minor cross roads will elevated and the

main carriageway will kept on ground level to ensure safe geometry standards Service roads

will envisage as per requirement for segregation of local traffic needs

The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will

made not to disturb any existing network and try restoring the existing SH 3 where it affected

due to proposed STRR proposals

The details of some of major cross roads given below

Table 3 Major Cross road locations

S No Tentative

location (km) Cross road

1 0000 (Kar) NH 648 (old NH 207)

2 68 SH 3

3 86 NH 48 (old NH 4)

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

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2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

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32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500

39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500

46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500

47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 32

S No Tentative

location (km) Cross road

4 301 NH 75 (old NH 48)

5 442 SH 85

6 700 NH 275 (Ramanagara)

7 954 NH 948 (old NH 209)

8 1317 SH 35

9 1395 17B

10 144550 17A

11 151800 SH 85

12 155600 SH 17

13 160900 NH 44 (old NH 7)

Horizontal Geometry

The tentative horizontal geometry for the proposed road worked out and the details are given

in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour

design speed

Proposed Design Standards

The geometry design standard as per IRC SP 87- 2013 adopted The details are given below

Table 4 Proposed Highway Design Standards

No Description Unit Plain amp Rolling

1 Design Speed Kmh 100 (Ruling)

80 (Minimum)

2 ROW Width m 60 (Minimum)

3

Pavement Width Per Lane m 35

Two Lanes m 7

Three Lanes m 105

4 Cross Slope - 25

5

Gradient

Ruling 25

Limiting 33

6 Maximum Super-elevation

7 (If radius of curve is less than

desirable minimum)

5 (If radius of curve is more than

desirable minimum)

7

Shoulder width Open

Area

Built-up

area

Approac

hes to

GSS

Approaches

to Bridges

Paved m 15 20 20 15

Earthen m 20 - - 20

8

Shoulderrsquos cross slope

Paved - 25

Unpaved - 3

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

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27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

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32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

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36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

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40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

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42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

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48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

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52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

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75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 33

No Description Unit Plain amp Rolling

9

Horizontal Curvature

Desirable minimum m 400

Absolute minimum m 250

10

Sight Distance for various

speeds

Absolute

Minimum

(SSD)

Desirable

Minimum (ISD)

100 kmh 180 m 360 m

80 kmh 130 m 260 m

11

Ramp Design

Ramp width m 3755570

Ramp Design speed Kmh 65

Radius of curvature m 150 (Minimum)

Super elevation maximum 7

Stopping sight distance m 90

12

Minimum Length of

Horizontal Curves

For deflection angle=5deg m 150

For deflection angle=4deg m 180

For deflection angle=3deg m 210

For deflection angle=2deg m 240

For deflection angle=1deg m 270

For deflection anglelt1deg m 0 (Not Required)

13 Minimum Length Between

same side Curves

m 280 (10 sec travel time as per 100 kmph

design speed)

14 Vertical clearance at

VUPLVUPPUP m 553530 (min)

15

Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m

Design speed (kmh) Minimum (SSD) Desirable (ISD)

65 184 338

80 326 60

100 736 135

16

Minimum Length of vertical curves

Design speed (kmh) Maximum grade change(percent) not

requiring vertical curve

Maximum

length of a

vertical

curve(m)

65 08 40

80 06 50

100 05 60

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

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An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

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100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

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106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 34

Fig 8 Proposed Typical Cross Section of Road

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

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An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

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98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

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100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 35

18 Environment Studies

Environmental expert carried out reconnaissance survey of the project road Important

environmental components along the corridor of impact zone of Banneragatta National Park

identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to

km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though

3 options studied to avoid this location either partly or to maximum extent no alignment option

could found feasible due to its terrain condition as it unable to cater the high speed traffic

corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017

amp 1992017 and it concluded that the original suggested option found feasible technically for

consideration The portion of alignment passes through Banneragatta National Park given in

Fig 9

Fig 9 Alignment passes through Banneragatta National Park

The environment study will identify trees forests National park and its core and buffer zones

public utilities community resources cultural sites high pollution zones accident prone

zonesarea etc On the basis of back ground information screening exercise will be conduct

subsequently The data collected will be compile to develop environmental scenario and

sensitive component within that Full road length and corridor of impact will put under screening

to identify hot spot zones On the basis of this environment impact assessment and

Environmental management plan will be frame

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

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37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

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40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

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44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

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47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

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51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

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74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

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76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

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80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 36

The following mitigation measures will be consider in subsequent project stages

Adequate drainage facilities along the road

Provision of service roads

Appropriate noise barriers at sensitive locations

Development of strip plantation on both sides and median shrubs

Regular monitoring of ambient air quality noise level and water quality during construction

Grade separation interchanges at major intersections

Elevated arrangement for through traffic with barricade

19 Social Assessment

The social assessment presents to determine the magnitude of actual potential impact due to

this new road development The idea of social study is to minimize the social impact with best

possible engineering solutions at the optimal point The social screening survey will be carry

out to assess the negative impact and to suggest the mitigation measures

To avoid minimize the adverse impact on nearby communities and natural

environment

People and properties falling on direct path of road development

People indirectly affected by the way of disruption of livelihood breakage in community

linkages

Impact on land acquisition and resettlement on indigenous people (SC ampST) and on

human safety etc

In order to minimize or avoid the adverse impact all necessary modifications will made in design

stage However in case of unavoidable negative impacts these will be mitigate through

suggested appropriate measures needs to be adopt during construction and operational stages

To ensure that the project affected persons are duly compensated a Resettlement Action Plan

(RAP) would be drawn up as an integral part of project design proposal to ensure that highway

improvement are socially sound sustainable and contribute to the development of social goals

The prime objective of this RAP is to ensure and provide a policy framework to ensure that the

affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood

and standard of living or at least to restore them in real terms)

Land use

The terrain along this alignment is predominantly mix of plain and rolling The land use pattern

along this project road comprises of agricultural built up barren industrial and forest

However the main land use pattern is agricultural and barren The tentative land uses along

the project are as below

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

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An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

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102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

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An

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xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1

Final Alignment Report 37

Table 5 Tentative Land Uses along the Project

S No Land use pattern of land use

1 Agriculture 82

2 Barren 5

3 Built up 3

4 Industrial 3

5 Forest 7

Based on the findings during the initial assessment study some measures have noted for

consideration that will reduce the detrimental effects of project appreciably

Alternative alignments such as realignment are attempt in the original STRR in order

to find a suitable alignment that would have minimum adverse impact on social aspects

and minimum land acquisition

The alignment avoids schools places of worships public utilities and other common

resources

It will be ensure that the likely affected common properties used by local people will

suitably rehabilitated before the start of civil construction work and budgetary provision

for the same will be made in the project estimates

Approximate Land requirement

The STRR alignment passes through following districts and talukas in Karnataka and Tamil

Nadu states

No state District Talukas

1

Karnataka

Bangalore Rural Neelmangala

Magadi

2 Bangalore Urban Anekal

3 Ramanagara Ramanagara

4 Tamil Nadu Krishnagiri Hosur

Denkanikottai

It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to

accommodate the 6lanes carriageway configuration and other amenities as per six lanes

Manual and standards

The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017

and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated

29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference

4800182-GGN-OC-047 dated 19012018

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

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2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

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5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

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8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

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43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

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47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

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52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

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88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

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90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

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96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

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101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

Annexures

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

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22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

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26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

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40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

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46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500

47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

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58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

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60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

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65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

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84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

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87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

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94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

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96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

22 GI2018 (1)

jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499

vlkkjk EXTRAORDINARY

Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)

izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY

la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500

11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500

12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444

13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444

14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500

15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500

16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500

17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR

18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500

19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370

20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR

21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR

22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500

23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500

24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500

25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500

26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500

27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444

28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296

29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500

30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500

31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356

32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR

33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444

34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296

35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296

36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444

37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500

38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500

39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296

40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444

41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444

42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR

43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR

44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500

45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500

46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500

47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR

48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444

49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500

50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR

51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500

52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500

An

ne

xure

-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]

पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था

MINISTRY OF ROAD TRANSPORT AND HIGHWAYS

NOTIFICATION

New Delhi the 1st January 2018

SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National

Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in

columns (2) and (3) of the Table below to be a national highway

The said highways now declared to be national highways shall be deemed to be specified in the

Schedule to the said Act with the new serial numbers the new national highways numbers and the description

of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table

TABLE

Serial

No

New National

Highway No

Description of National Highways

(1) (2) (3)

461 744A The highway starting from its junction with NH-744 near Alampatti connecting

Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur

Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam

Kalvellipatti Tatampatti and terminating at its junction with NH-44 near

Vadipatti in the State of Tamil Nadu (Madurai Ring Road)

462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete

(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur

Rayasandra Banavasi Thokasandra in the State of Karnataka connecting

Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with

NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)

[F No NH-14012272014-PampM (Pt-8)]

RAJESH GUPTA Dy Secy

Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide

notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated

the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017

Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064

and Published by the Controller of Publications Delhi-110054

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR

4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

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An

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-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

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63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

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85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

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103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

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106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

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  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

50

Transition Curve Curve Transition

1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500

2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR

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4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR

5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR

6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500

7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500

8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500

9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500

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An

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-2

Horizontal Curve Details

eStart Chainage of End Chainage of

HIP ChainageDesign

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

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41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40

50

Transition Curve Curve Transitione

Start Chainage of End Chainage ofHIP Chainage

Design

Speed VΔ Lc

Transition

Length Ls

Max restricted Superelevation

Sl No Easting X Northing Y Radius

53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444

54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500

55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444

56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR

57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR

58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR

59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR

60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR

61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR

62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR

63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR

64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR

65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR

66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500

67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296

68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296

69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500

70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500

71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR

72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500

73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500

74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296

75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500

76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR

77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500

78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500

79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500

80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR

81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR

82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR

83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR

84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370

85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296

86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500

87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR

88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR

89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500

90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR

91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR

92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR

93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500

94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR

95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR

96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR

97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR

98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR

99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500

100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444

101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444

102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444

103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR

104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444

105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444

106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR

An

ne

xure

-2

41

  • 4800182- GGN-DE-003(B)_r3 final Alignment Report STRR
  • sepera
  • Annex-1 4800182-GGN-IC-031a Gazette of India Madurai Bengaluru ring road
  • Horizontal Alignment Report MC40