monthly inspection report - online piu …nhai.org.in/spw/iereport/lbc mpr-august 2015 (const... ·...

NATIONAL HIGHWAYS AUTHORITY OF INDIA(MINISTRY OF ROAD TRANSPORT AND HIGHWAYS)

Independent Engineering Services for the Development of the NH-24 from Km148 to Km 262 in the state of Uttar Pradesh under NHDP Phase-III on DBFOT

Basis

MONTHLY INSPECTION REPORT(Construction Stage)

August-2015Presented by

Independent EngineerTHE LOUIS BERGER GROUP, INC. USA

In Association with

LOUIS BERGER CONSULTING PVT LTD.29, Panchsheel Colony, Civil Line, Moradabad U.P.-244001

MORADABAD BAREILLY EXPRESS WAY LTD.

THE LOUIS BERGER GROUP, INC. Independent Engineer for Moradabad-(DBFOT) Project NH-24M O N T H L Y I N S P E C T I O N R E P O R T : A U G U S T ’ 2 0 1 5

M O N T H L Y I N S P E C T I O N R E P O R T : A U G U S T ’ 2 0 1 5

LOCATION MAP OF THE PROJECT

Project Highway

M O N T H L Y I N S P E C T I O N R E P O R T A U G U S T ’ 2 0 1 5

.

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1.1.1 BBAACCKKGGRROOUUNNDD

1.1.2 DDIISSCCRRIIPPTTIIOONN OOFF PPRROOJJEECCTT

1.1.3 WWIIDDEENNIINNGG PPRROOPPOOJJAALL

1.1.4 PPRROOJJEECCTT SSTTRREECCHH

1.2 SSCCOOPPEE OOFF TTHHEE WWOORRKK

1.3 SSAALLIIEENNTT FFEEAATTUURREESS OOFF TTHHEE CCOONNTTRRAACCTT

1.4 PPRROOJJEECCTT FFAACCIILLIITTIIEESS

1.5 GGEEOOMMEETTRRIICC PPAARRAAMMEETTEERRSS

22..00 EEXXEECCUUTTIIVVEE SSUUMMMMAARRYY2.1 MMOONNTTHHLLYY SSTTAATTUUSS OOFF PPRROOJJEECCTT

2.2 DDEESSIIGGNN RREEVVIIEEWW

2.3 PPRREE CCOONNSSTTRRUUCCTTIIOONN AACCTTIIVVIITTIIEESS

2.4 CCOONNSSTTRRUUCCTTIIOONN AACCTTIIVVIITTIIEESS

2.5 CCLLEEAARRAANNCCEE && AAPPPPRROOVVAALLSS

2.6 SSHHIIFFTTIINNGG OOFF UUTTIILLIITTIIEESS

2.7 SSUURRVVEEYY WWOORRKKSS

2.8 SSTTRRUUCCTTUURREE WWOORRKKSS

2.9 BBYYPPAASSSS :: TTOOTTAALL BBYYPPAASSSS

2.10 RREEAALLLLIIGGMMEENNTTSS

2.11 MMAATTEERRIIAALL TTEESSTTIINNGG AANNDD CCEERRTTIIFFIICCAATTIIOONN

2.12 IIMMPPLLIIMMEENNTTAATTIIOONN OOFF EENNVVIIRROOMMEENNTTAALL SSAAFFEEGGUUAARRDDEESS

2.13 RROOAADD SSAAFFEETTYY

2.14 CCHHAANNGGEE OOFF SSCCOOPPEE

2.15 MMAAIINNTTEENNAANNCCEE OOFF EEXXIISSTTIINNGG CCAARRRRIIAAGGEEWWAAYY

2.16 OORRGGAANNIIZZAATTIIOONN CCHHAARRTT

2.17 SSIITTEE CCOONNSSTTRRAAIINNTTSS

M O N T H L Y I N S P E C T I O N R E P O R T A U G U S T ’ 2 0 1 5

.

IIITTTEEEMMM PPPAAARRRTTTIIICCCUUULLLAAARRRSSS2.18 AACCHHIIVVEEMMEENNTT OOFF PPRROOJJEECCTT MMIILLEESSTTOONNEE

2.19 MMAATTEERRIIAALL TTEESSTT RREEPPOORRTT

2.20 SSUURRVVEEYY RREEPPOORRTT

2.21 RR..FF..II CCHHEECCKKEEDD

2.22 SSTTAATTUUSS OOFF LLAANNDD AAVVAAIILLAABBIILLIITTYY

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B FFIINNAANNCCIIAALL ““SS”” CCUURRVVEE

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D PPLLAANNTT && EEQQUUIIPPMMEENNTT MMOOBBIILLIISSAATTIIOONN

E SSTTRRUUCCTTUURRAALL PPRROOGGRREESSSS

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G RROOAADD PPRROOGGRREESSSS BBAARR CCHHAARRTT

H MMAANN PPOOWWEERR DDEEPPLLOOYYMMEENNTT

I OORRGGAANNIIZZAATTIIOONN CCHHAARRTT

J WWEEAATTHHEERR RREEPPOORRTT

K XX--SSEECCTTIIOONN

L NNCCRR

M PPRROOJJEECCTT PPHHOOTTOOGGRRAAPPHHSS

N LLIISSTT OOFF HHIINNDDRRAANNCCEESS

THE LOUIS BERGER GROUP, INC. Independent Engineer for Moradabad-(DBFOT) Project NH-24

M O N T H L Y I N S P E C T I O N R E P O R T : A U G U S T ’ 2 0 1 5

1.0 PROJECT OVERVIEW

1.1 INTRODUCTION

1.1.1 BACKGROUND

National Highways Authority of India (NHAI), under Ministry of Shipping, Road Transport& Highways (MOSRT&H), Government of India has embarked on the ambitious NationalHighways Development Project (NHDP) comprising phases including development of theGolden Quadrilateral connecting the four metros of the seven country as well as the North-South and East-West Highways. The Government of India has mandated the NationalHighways Authority of India (NHAI) to implement the National Highway DevelopmentProject (NHDP). The National Highway-24 (NH-24) connects the national capital, Delhi andbordering Historical city of Locknow. Upgrading the existing two lane highway to fourlanes between these two major cities is a major and an integral component of theGovernment of India’s NHDP. The project is to be executed under DBOT pattern underNHDP Phase-III.1.1.2 DESCRIPTION OF PROJECT

The Project Highway is a section of the National Highway-24, starting from km post 148.000and ending at km 262.000 on NH-24, in the states of Uttar Pradesh, India (hereinafter,referred to as the Project Highway), and making a total length of 121.800 km (Index MapFig. 1.1). This existing segment is two lanes for last decade. Project road lies between 28°47’N, 78°45’ E to 28°25’ N, 79°26’ E.The Project Highway passes through three districts of Uttar Pradesh, viz. Moradabad,

Rampur and Bareilly. There are major urban centers like Rampur, , Mirganj, Fatehganj etc.and many semi-urban centers along the Project Highway. The Project Highway is joinedand/ or intersected by some National Highways and a number of State Highways (SH),Major District Roads (MDR), and Other District Roads (ODR). The Project Highway is alsocrossed at seven locations by railway lines. This highway in its immediate influence areaserves as the main arterial road on which small traffic streams merge at different locations ofthe Project Highway.1.1.3 WIDENING PROPOSALS

The existing alignment of the road is generally retained except realignment at sensitivereceptor location or bypasses at very congested location. The project road is conceived aspartially access controlled.The typical widened cross-section would consist of the following salient features:

4-lanes of 3.5 m width each

1.5 m wide paved shoulders

1.5 m wide earthen shoulders

4.5 m wide median in rural stretch and 1.2 wide median in urban stretches

1

THE LOUIS BERGER GROUP, INC. Independent Engineer for Moradabad-(DBFOT) ProjectNH-24

7 m service roads in Urban Section, except at Major Bridge and ROB locations.

All ROB widened to 6-lane configuration

1.1.4. PROJECT STRETCH

For the Construction purpose the Project Highway is divided into three sections andConcessionaire has deployed the 3 separator construction contractors for 3 Sections.

Section – 1: Contractor – M/s Ramky Infrastructure Limited

Stretch: From km 148.000 to km 190.000

and Major Structures for entire stretch

Section – 2: Contractor – M/s GR Infraprojects Limited

Stretch: From km 190.000 to km 236.500Section – 3: Contractor – M/s APCO Infratech Limited

Stretch: From km 236.500 to km 269.800

1.2 SCOPE OF THE PROJECT

The Project Highway is a section of the National Highway-24, starting from existing

km post 148.000 and ending at km 262.000 on NH-24, in the states of Uttar Pradesh,

India (hereinafter, referred to as the Project Highway), and making a total length of

121.800 km. All the major and minor bridges and culverts are proposed to be widened to four

lane widths. The project involves new four laning construction of 8 major bridges, 9 minor

bridges, 144 culverts, 23 pedestrian / animal crossing and 12 vehicular underpasses, 82 nos of

Junctions, 5 nos. of bypass & 4 nos .Realignments.

1.3 SALIENT FEATURES OF THE CONTRACT

1.3.1 INDEPENDENT CONSULTANT DETAILS

Name of the Contract :

Four Laning of Moradabad – Bareilly Road Sectionof NH-24 from km 148.000 to km 262.000 in thestate of Uttar Pradesh under NHDP Phase III onDesign, Build, Finance, Operate and Transfer(DBFOT) Basis.

Client : National Highways Authority of India

Independent Engineer :Louis Berger Group, Inc & Louis Berger ConsultingPvt. Ltd.

Date of I.E. Agreement : 18th January 2011

Date of Commencement of IE : 18th January 2011

Consultancy Period : 36 Month

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Completion Date of ConsultancyPeriod : 17th January 2014

Length of Project : 121.000 km

1.3.2 CONCESSIONAIRE DETAILS

Name of the Contract :

Four Laning of Moradabad – Bareilly Road Sectionof NH-24 from km 148.000 to km 262.000 in thestate of Uttar Pradesh under NHDP Phase III onDesign, Build, Finance, Operate and Transfer(DBFOT) Basis.

Client : National Highways Authority of India

Independent Engineer : M/s The Louis Berger Group , Inc.

Concessionaire : Moradabad – Bareilly Expressways Limited

Contractors :

Development Contractor : ITNL

Construction Contractors:

1. Ramky Infrastructure Limited

Ch:-148.000 to 190.000 (42 km)

2. GR Infrastructure company Limited

Ch:-190.000 to 236.500 (46.5)

3. APCO Infrastructure Limited

Ch:-236.500 to 269.800 (33.3)

Design Consultants :Design & Development Unit, IL&FS Transportation

Networks Limited, Ahmadabad.

Supervision Consultant : IL&FS Transportation Networks Limited

Date of C.A. Signing : 19th February 2010

Appointed Date : 4th December 2010

Completion Date ofConstruction period : 1st June 2013

Concession Period : 25 Years (Including Construction Period )

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1.4 PROJECT FACILITIES

1Length of the Proposed Road forWidening : 121.000 km

2 Length of Service Road : 11.435 x 2 Km

3 Bypass & Realignments : 05 Nos. & 04 Nos.

4 Toll Plaza :

02 Nos. (km 172/250 & km 227/900)

Also operation, Maintenance & Collectionof Toll from existing Toll Plazas (2 Nos)on Moradabad Bypass

5 Bus Bay with Bus Shelter : 20 Nos.

6 Truck Lay By : 03 Nos.

7 Junction Improvements : 82 Nos.

8 Major Bridges :08 Nos. (As per CA- 7 Nos.)

Change of scope at Km 178+250

9 Minor Bridges : 08 Nos. (As per CA) + 03 Nos. (COS)

10 Railway Over Bridges : 06 Nos. completed as per CA

11 Underpasses :

Grade Separated : 2 Nos.

Vehicular Underpass as per CA: 12 Nos.

Pedestrian Underpass as per CA: 23 Nos.

12 Culverts : Total 144 Nos. (As per CA)

13 Traffic Aid Post : At Toll Plaza – 02 Nos.

14 Medical Aid Post : At Toll Plaza – 02 Nos.

15 Vehicular Rescue Posts : At Toll Plaza – 02 Nos.

Construction Period : As per Concession: 910 days.

Length of Project : 121.000 Km

Total Cost of the Project as perCA : Rs. 12,670 million

Total Cost of the Project as perFC : Rs. 19,836.3 million

4


16 Pavement Composition :Flexible for main carriage way and serviceroad; Rigid for Toll Plaza

1.5 GEOMETRIC PARAMETERS

ROAD WORKS

Particulars Unit Value Remarks

Design Speed Km/hr 100

Width of Carriageway Meter 7

a) Shoulder

i) Paved Meter 1.5

ii) Earthen Meter 1.5

iii) Rounding Meter .

b) Edge Strip Meter 0.25

c) MedianMeter 4.5

Meter 1.5

d) Service Road(Carriageway)

Meter 7/5.5

e) Footpath Meter 1

Embankment Slope Ratio 2H/1V

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2.0 EXECUTIVE SUMMARY“Provisional Certificate” has been issued on 06/01/2015 and tolling of both TollPlazas started on 07/08 January, 2015 onwards.

2.1 MONTHLY STATUS OF PROJECT

The physical progress is 97.19%

Time elapsed up to 31.08.2015: 1731 days

910 days

Progress Till Last Month This Month To Date

Scheduled (%) 100 0.00 100%

Actual (%) 96.94 0.25 97.19 %

Physical Progress of the Road Work:

Km. 117.058 DBM four lane completed. DBM Top 117.075 Km Completed in L/S, 117.042 Km Completed in R/S. BC 114.555 Km Completed L/S, 115.912 Km Completed R/S.

TOLL PLAZA:

Toll plaza – 01 (status of civil works) Completed

Toll plaza – 02 (status of civil works) Completed

GPS based VTS has not yet been implemented in any of the project vehicles (Crane,Ambulance and Petrol Vehicles).

During discussion between KPIT & Concessionaire, KPIT has ensured that VTS will beinstalled in the first weak June,2015.

The details of planned and executed quantities indicate that work progress is laggingbehind. Non-availability of work front is major reason of short fall in progress.Concessionaire is waiting for handing over the ROW (0.128 km length hindered) inMoradabad District.

Detail Progress of Bridges/ROBs and other structures including VUPs PUPs are givenin Appendix– E.

2.2 DESIGN REVIEWThe status of Design Review has been attached separately as Appendix –C.

2.3 PRE CONSTRUCTION ACTIVITIES2.3.1 Mobilization

For the convenience of construction, the entire length has been divided into three

sections. Layout of 3 Sections and locations of base camp is depicted Appendix -A

Mobilization by all three Contractors has been completed and camps are fully

operational. 3 HMP, 4 WMM Plants and 7 Batching Plants are operational.

X 100 = 190.22%

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One Crusher has been installed at LHS 25 km from highway Ch. 177+380.

Aggregates are being procured from Quarry Location Mullakheda, Lalkuan and

source from Uttarakhand. These aggregates are crushed from the river born

boulders. The Aggregate Source has been approved by IE.

Detail status for Mobilization of all major Plants by Contractor is enclosed at

Appendix -D

Other resources i.e. equipments and manpower has also been mobilized by

Contractors and Concessionaire. Further mobilisation shall be commensurate to the

work programme and progress of work. The list of manpower deployed by

respective agencies (Concessionaire & Contractor) is given in Appendix - H

Mobilisation for various procurement of specialized items such as bearings, geogrids,

etc. is in progress

2.3.2 Field Laboratories

In house equipped with modern laboratories with qualified manpower have been set

up at 2 base camps locations and the mobilisation of laboratory equipment is

completed. Laboratories with necessary equipments have been established at all sub

camps for routine testing. Regular testing of all material and mixes of WMM, DBM,

BM and Mix design of different grades of concrete is also completed/in progress and

is being supervised by the team of ITNL & IE. The list of Laboratory tests conducted

in the month is given in Appendix - F.

The quality assurance system has been established to ensure the effective

implementation indicated in the Quality Assurance Plan. Third party test for

conformance is also being carried out as and when need arises for various critical

material/mixes. Regular calibration of all the equipments installed in laboratories is

being ensured. It is to reiterate that ITNL and all the three construction contractors

are following the ISO 9001-2008 for Assurance Quality Assurance and Procedures for

all part of work which is being audited internally and externally.

2.4 CONSTRUCTION ACTIVITIES

Road work activity is in progress in all sections wherever land free from

encumbrances is available. A Graphical representation of the road activities is given

in Appendix-G and structural work in Appendix –E.

The Construction is taken up in accordance with the Project Specifications and

methodology adopted for the various processes and type of equipments/

machinery.

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Safety of Road Users and Construction workers are reasonable at site. ITNL and all

the 3 contractors have to ensure the compliances of safety requirements mentioned

in the Safety Manuals and Guidelines.

2.5 CLEARANCE & APPROVALS

The land acquisition for all realignments & bypasses completed except 0.128 km of length,

hindrances like religious structure.

Environmental Clearance of the Project has been obtained from MOEF

Approval from Forest department for cutting of trees for Rampur and Bareilly – Moradabad

district has been obtained. Completed in Bareilly and Rampur including Moradabad.

Concessionaire has paid on the request of the Authority for various statutory charges

demanded by Forest Department on reimbursable basis.

GAD of 6 ROBs has been approved by Railways

2.6 SHIFTING OF UTILITIES

Completed as per areas available & as per consultation and direction given by the concerneddepartment.

A) Electric Utilities

Estimate for shifting of electricity lines and poles have been obtained from

Respective electricity divisions for respective districts and 2 Nos. of HT line tower

shifting is in progress.

B) Water Pipe Line

No water pipe line is noticed yet, but likely to be existed in the urban portions.

2.7 SURVEY WORKS

Detail survey has been completed for entire Project Highway. Horizontal and

Vertical alignment have been designed based on feasibility drawings, considering

land plans as at many locations land plan is deferring with the alignment given in

feasibility drawings provided by NHAI.

Temporary Bench Marks have been established at every 250m interval. The stacking

of centre line is completed in full length except Bareilly Bypass and Milak.

Coordinates of structures and foundations has been marked on the ground.

Survey work is completed and layout of horizontal alignment has been completed,

control point, TBM has been established.

8


Survey work for identifying the encumbrances has been completed and list has been

provided to NHAI for necessary action.

2.8 STRUCTURE WORKS

2.8.1 MAJOR BRIDGE : Total 8 Nos. (07 Nos. as per CA & 01 No. as COS

1. Gagan River – km 157.712 (4X30 as per CA) (3X40 as per Site)

2. Rāmgangā River – km 161.348 (13X50)

3. Rajhedha Nalla – km 168.474 (4X29.500)

4. Koshi River – km 180.740 (7X40+2X14)

5. Bhakhra River – km 222.973 (4X39)

6. Baigul River – km 226.400 (4X39)

7. Nakhatia River – 251.641 (3X24)

8. New Major Bridge at km 178+240 (3X19) (COS)

All Major Bridges are completed.

Status of progress of works is shown in Appendix – E.

2.8.2 MINOR BRIDGE : Total 12 Nos.

Out of 12 Minor Bridge 12 are completed.


2.8.3 VEHICLE UNDERPASS : Total 12 Nos.

Out of 12 VUPs, 11 are completed, balance 1 could not be started due to LA problem in

Dalpatpur.


2.8.4 PEDESTRIAN UNDERPASS: Total 24 Nos.

Out of 24 PUPs, 23 are completed, 1 is in progress.


2.8.5 R O B: Total 6 Nos.

All ROB’s are completed.


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2.9 BYPASSES : Total Bypasses: 5 Nos.

1. Moradabad Bypass: km 148 to km 166 (18 km) Existing 2-lane Bypass + 2-lane Bypass

2. Rampur Bypass: km 181.000 to km 189.857 (8.857 km) proposed 2 lane +PavedShoulders)

3. Milak Bypass: km 206.850 to km 212.350 (5.50 km), new 4-lane Bypass

4. Fatehganj Bypass: km 230.950 to km 233.617 (2.567 km), new 4-lane bypass

5. Bareilly Bypass: km 237.100 to km 267.650 (30.550 km), new 4-lane Bypass

2.10 REALIGNMENTS : Total 4 Nos.1. Km 197.500 to km 199.100 – 1.600 km Completed,

2. Km 222.100 to km 223.300 – 1.200 km Completed,

3. Km 225.650 to km 227.150 – 1.500 km Completed,

4. Km 234.400 to km 236.100 – 1.700 km Completed.

2.11 MATERIAL TESTING AND CERTIFICATION

Material status is attached as per Appendix F.

2.11.1 TESTING

Regular monitoring of materials in compliance to the NHAI policy matters.

Basic and routine tests for earthworks, granular materials, W.M.M, Bituminous mix and

concrete works are carried out at Project laboratory.

Tests for pipes, cement, water, reinforcement steel and bearings tests are being done at

approved independent laboratory.

Bearings manufacturing plant has been visited by IE representative and concessionaire

representative.

Update Calibration for testing apparatus and laboratory equipment has been carried out

by Certified Independent Testing agency.

2.11.2 CONCRETE MIX DESIGN Rechecked ingredients for performance

Sl.

No.

Grade ofConcrete

Used forTill LastMonth

Within thisMonth

Up toDate

1 M15 PCC in Structures 5 1 6

2 M20 PCC in Structures 5 1 6

3 M35 Concrete Pile 7 1 8

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4 M25 RCC in Sub and Super Structures 7 1 8



7 M40 RCC in PSC Super Structure 7 1 8

8 M45 RCC in Pre cast Arch Slab 1 1 2

9 M20 Kerb Concrete 4 1 5

10 DLC Base for PQC 2 2

11 PQC Toll Plaza Pavement 2 2

GSB Mix design : Reviewed for Section I and Section II

WMM design : Reviewed for Section I and Section II

DBM Design : Reviewed for Section I and Section II.

Steel brand : Results are reviewed for TATA Tiscon, SAIL

Admixture : Sikament and Fosrock for use in concrete work.

Cement Brand : Vikram Ultratech, Birla Uttam, J P cement, Birla Khajuraho

Bitumen : Source approved IOCL, HPCL, of Mathure refinery

Emulsion : Reviewed for source RS-1, SS-1 Hindcol, Bahadurgarh, Harayna.

DBM : Mix Design of DBM for Section I & Section II Grade-II revised.

Filter media : Design of filter media section-III revised & commented.

Bearing Test : Bearings of Major Bridges are tested.

Third party test are in progress for different items as steel , water, prestress cables .

2.11.2 QUALITY CONTROL TEST

Material testing is carried out as per requirements of the Contract Agreement and MORT&H.

Summary of quality control for the reporting months is shown in Appendix –F.

2.12 IMPLIMENTATION OF ENVIROMENTAL SAFEGUARDS

During execution of works and thereafter, the Concessionaire is required to take allreasonable steps to protect the environment on and off the site and avoid damage ornuisance to persons or to property of the public or other resulting from air, noise, waterpollution, or other caused during Construction. The Concessionaire is responsible forabiding all existing enactments on Environmental Protection under the prevailing actsrules. Regulation, notifications and bye laws of the State, Central Government and localauthorities shall be followed.

The concessionaire will take the following steps to mitigate environmental consequences andimprove safety measures:

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Top soil (upper crust about 150 mm which is the fertile part of soil) along the road sideremoved should be preserved in stock piles of maximum depths 2 m and slope 1:2 (vertical:horizontal) while clearing and grubbing operation.

Top soil of borrow area up to depth 150 mm has to be preserved in stock piles of maximumdepths 2 m and slope 1:2 (vertical: horizontal).

Borrow areas should be selected from non-fertile land as far as possible along the projectcorridor. However, making of pond may be preferred, which is a very useful tool forimproving ground water table by recharge of water.

The depth of borrow pits are to keep 1.5 m as per MORT&H specification for non-agricultural land.

The depth of borrow pits are to keep 0.45 m as per MoRST&H specification for agriculturalland. It is required to be followed strictly considering multi-crop productive land utilized forborrow areas.

Cut slopes of the borrow areas to be kept within 1: 4 (vertical: horizontal).

Excavation of material borrow area shall not be started from without proper agreement withthe land owner. Material shall be excavated within the limit of agreement.

Exhausted borrow pits shall be reclaimed at earliest and as per norms.

Dust emission/generation is to be controlled by sprinkling of water at crusher area andapproach roads from crusher area and stone quarries.

Periodically water sprinkling is required to be carried out to minimize dust generation alongthe project road, approach road to camps and within the camps.

Construction material lying at site should be kept moist for suppression of dust.

Construction material during transportation should be covered to avoid dust generation.

It must be ensured that the dust emission from the vibration screen andCrushers at the stone quarries do not exceed the emission standard set by Central PollutionControl Board.

All Construction Equipments, Plants, Machinery and Vehicles will followprescribed noise standards of CPCB. Periodical checking of pollution under control isrequired as per the guidelines of CPCB for all Machinery and Vehicles.

Workers in the vicinity of high noise levels must wear Ear plugs, Helmets and should beengaged in diversified activities to prevent prolonged exposure to higher noise levels for 8hour shift.

Waste materials/ debris generated during construction need to be disposed of at safe place ineco-friendly manner to avoid run off problem.

Concessionaire will dispose of all debris only at the identified places to avoid any kind ofadverse environmental impact.

All the operational areas such as Quarries, Crusher sites etc. under the project developmentwill be regularly monitored for air quality parameters viz. SPM, SO2, NOx, HC, CO etc.

The concessionaire will take precaution at all times to ensure that the entire existing drainswithin and adjacent to the site are kept safe and free from any debris.

Concessionaire will utilize effective water sprays during the delivery and handling ofmaterials when dust is likely to be generated and to dampen stored materials during dry andwindy weather.

During the debris disposal Concessionaire shall take care of surrounding features and avoidany damage to it.

While disposing debris / waste material the Concessionaire shall take into account the winddirection and location of settlements to ensure that dust problems are avoided.

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Ensure that the Dust and Noise emission will not exceed the prescribed limits at allConstruction camps and along the habitation and follow the instruction issued by the StateEnvironmental Appraisal Authority.

Ensure that first aid facilities are available along with necessary medicine in the camps.

Trained nurse should be employed & available at the base camps.

Plant and equipment will be maintained in proper condition with the purpose of reducingnoise and vibration output.

Erection of barriers as necessary around items such as generators or high duty compressors.

HIV/AIDS awareness campaign needs to be carried out in the package.

Concessionaire shall submit ambient air and noise monitoring results quarterly to IE.

Concessionaire should ensure that natural flow of water could not be obstructed at all crossdrainages structures during construction operation.

The haulage road should be kept in proper maintained condition. Dust suppression should bedone properly so that adjacent agricultural land may not be affected.Shrubs should be planted in accordance with the specification and arrangements suggested in

IRC:SP:21-2009 in the median in left out portion. The median plants (shrubs) should be irrigatedproperly to save and improve shrubs/grasses.

The side slope of the embankment should be kept maintained 1:2 (depth:horizontal).

Storage of storage of fuel/lubrication should be done only on impervious layer.

Sound level should be measured by sound level meter. If the sound level exceeds 85 dB(A),then preventive measures should be taken. Personnel awareness should be ensured for noisyareas by using suitable warning signs and insisting that ear protectors should necessarily beworn.

Hazardous/dangerous chemicals should be kept in the goods stores with the appropriatelabeling, display of the material-safety-data-sheet (MSDS) and other precautionary measures.

Display ‘no smoking’ signs in areas with significant fire risks, e.g. paint stores, woodworking area and other fire prone zones.

The concessionaire has to comply all regulations regarding safe scaffolding, ladders, workingplatforms, gangway, stairwells, excavations, trenches and safe means of entry and way out.

Precaution against fire is insufficient in all the camps. The base camps should be equippedwith fire fighting equipments, buckets etc.

Cleaning of bathroom & toilets of all the base camps should be maintained regularly.

At the construction of structures, stairways should be provided stiff, having comparativelygentle slope with hand rails.

Avenue plantation should be followed with ‘Tree Plantation Scheme’ as per IRC:SP:21-2009guideline through out the project area.

The Concessionaire shall comply all environmental laws, rules and C.A. provisions forenvironmental safeguards.

2.13 ROAD SAFETY

The safety plan in work zone comprises of advance warning zone, approach transition zoneand terminal transition zone. The advance warning zone is the area to warn the road user ofthe approaching hazard and to prepare them for the change in driving conditions. It isessential for traffic control in the construction zone.

The guiding principles as per IRC-SP55 and CA stipulations for safety in road constructionzones are to:

i) Warn the road user clearly and sufficiently about the presence of hazard in advance.ii) Provide safe and clearly marked lanes for guiding the road users.iii) Provide safe and clearly marked buffer and work zones.

13


Extent and type of Hazard

Provide adequate measures that control drivers’ behavior while driving through constructionzone. The reduction in the speed of vehicle is to be notified in the advance warning zone. Thedrivers should be advised to reduce their speed so that the speed of vehicles at theconstruction zones is reduced to the posted speed limit. This information is to be conveyed tothe road users through a series of traffic signs along the length of the zone.

Speeds are to be controlled at the working zone, because of close proximity of movingconstruction plant and site operatives. In addition, there are locations where difference inelevation of the existing carriageway and the new construction site is high. The path of thevehicles is to be clearly defined and delineated through suitable traffic control devices toavoid vehicles intruding into the work zone. Delineators and channelizes play an importantrole in enhancing safety at the construction site.

The above Guidelines will be monitored for compliance as per the specific site requirements.

Concessionaire has submitted Safety Plan for review.

If the Concessionaire does not follow the Safety measures as per IRC guidelines/any otherguidelines which are relevant; the IE can recommend to the Authority for suspension ofworks. The reason for preparing the safety report is because the concessionaire needs tofollow the safety procedure as per NHAI various circular like NHAI/2008/RoadSafety/VIP/760 dated 28.1.2011 and as per IRC:SP:55-2001. The concessionaire needs tofollow the safety measures at following 3 stages:

1. During Development Plan2. During Construction3. During Operation and Maintenance

The Concessionaire needs to submit the details of accidents for each month in prescribedformat as per IRC guidelines separately. However, the same details may be included in theMonthly Progress Report as additional information.

Whenever, the Authority will engage a Road Safety Consultants (Public Education) for theMoradabad Bareilly Project, they will prepare a safety report as per contract agreementbetween the Authority. This report will be reviewed by the IE’s representative andcomments will be submitted to the Authority for inclusion or exclusion (if Authority feelsany constraint) in the report and this will be consulted with the concessionaire beforefinalising the document. Then the Concessionaire will follow the document to take care ofthe safety measures and suggestions provided by the Safety Consultant and agreed by theAuthority upon receiving the comments from IE.

The Concessionaire can arrange safety awareness meeting in the Panchayat office/ schoolpremises to train the local people. During such Safety Awareness meetings, the followingactivities are required to be taken up for users’ safety:(A)The agency used to distribute brochures to the students of some Schools within theproject road corridor and explain on road safety precautions to Class students.(B)They used to conduct meeting with Auto drivers and distribute brochures to change theirbehaviour to avoid safety risk and accident.

From time to time IE carries out safety inspection on project highway to identify thepotentially high-risk areas where in the construction activities are in progress and remindingthe Concessionaire-EPC Contractor to act on it by way of providing proper safety deviceslike delineators, safety ribbons, safety cones etc. Concessionaire should take care of theobservations and suggestions of the IE and improve the safety standard of the project.

14


2.14 CHANGE OF SCOPE

Change of Scope in accordance with MOM dated 21-10-2010 under examination and

preparation, based on reviewed drawings, the Change of Scope due to additional

Culverts, Minor Bridges, addition/changes in PUP/VUPs shall be evaluated and

submitted to NHAI in due course of time.

Additional underpass at km 162+800 has been approved from Authority and work

has been completed.

New Bridge at km 178+235 has been constructed after approval from competent

authority.

Change of Scope estimates for the additional structure of Millak Bypass has been

approved from competent authority and works in progress on 3 Minor Bridges, 1

Retaining Wall and 3 Box Culverts.

New COS of PUP at Ch: 174+995 demanded by local, tentative amount of Rs,69 Lacs

has been forwarded to Authority for principal approval on 30/07/2015.

2.15 MAINTENANCE OF EXISTING CARRIAGEWAYThe Concessionaire is maintaning the existing road in good and safe condition. Pot holes arecontinuously rectified as per CA.

2.16 ORGANIZATION CHART

The organization charts is shown in Appendix – I.

2.17 SITE CONSTRAINTS

Sl. No. Constraints Description

1 Land Acquisition The land acquisition for all realignments & bypasses completedexcept 0.128 km of length, hindrances like religious structure.

2 Forest Clearance MOEF clearance obtained for All Three Districts

15


2.18 ACHIEVEMENT OF PROJECT MILESTONE (Schedule G)

The project completion schedule and respective milestones are as below:

Sl. No. Project MilestoneAchievement as

per Schedule – GStatus Till Date

1 Project Mile Stone – I: 10% of Total

Capital Cost set forth in Financial

Package i.e. Rs. 198.36 Cr.

180th day from

Appointed Date

i.e. 02-06-2011

Achieved

May 13,

2011

2 Project Mile Stone – II: 35% of Total

Capital Cost set forth in Financial

Package i.e. Rs. 694.27 Cr.

400th day from

Appointed Date

i.e. 08-01-2012

Achieved

July 12,

2011

3 Project Mile Stone – III: 70% of

Total Capital Cost set forth in

Financial Package i.e. Rs. 1388.54

Cr.

650th day from

Appointed Date

i.e. 14-09-2012

Achieved

November 14,

2012

4 Schedule Four Laning Date 910th day from

Appointed Date

i.e. 01-06-2013

EOT approved by

competent

Authority for 739

days from SPCD.

i.e. up to 10th June

2015

16

2.19

S.No. Date Location Type & stage Of work Test of Sample, Aggregate and Concrete mix.

Ch. 208+980 to 209+062 (L/S) Kerb Concrete Cube Test, M-20, 7 days, Found satisfactory.

APCO Camp Cast Yard Kilometer stone Concrete Cube Test, M-25, 28 days, Found ok.Ch. 209+068 (L/S) Crass Barrier Concrete Cube Test, M-40, 28 days, Found ok.

Ch. 212+045 to 212+200 (L/S) Kerb Concrete Cube Test, M-20, 28 days, Found ok.Ch. 209+305 to 209+450 (R/S) Median Kerb Concrete Cube Test, M-20, 7 days, Found satisfactory.

Ch. 209+428 (L/S) Culvert Wall/L-1 Concrete Cube Test, M-25, 7 days, Found satisfactory.B/A No. 42 For Earth Work MDD/OMC, FSI GSA checked for earth work.

APCO Camp - Bitumen test (VG-30) UP-86 T/3629 & 3630 Solubility, softening point, penetration checked, found ok.

Ch. 209+600 to 209+680 (L/S) Kerb Concrete Cube Test, M-20, 7 days, Found satisfactory.

Ch. 269+000 Camp Cast Yard Kilometer stone Concrete Cube Test, M-25, 28 days, Found ok.

Ch. 209+428 Culvert Wall/L-2 Concrete Cube Test, M-25, 7 days, Found satisfactory.

Ch. 209+580 to 209+620 (L/S) Median Kerb Concrete Cube Test, M-20, 7 days, Found satisfactory.

Lab-SSSR (206+626) 20mm, 10mm, Sand For concrete work CA & FA Gradation, AIV, FI checked, found in sp. Limits.

Ch. 209+428 (L/S) Wall/L-1 Concrete Cube Test, M-25, 28 days, Found ok.

Ch. 208+808 Return Wall Concrete Cube Test, M-25, 7 days, Found satisfactory.Ch. 209+280 (L/S) Crass Barrier Concrete Cube Test, M-40, 28 days, Found ok.

6 07-08-2015 Ch. 248+498 to 248+520 (L/S) Chute Drain Concrete Cube Test, M-15, 7 days, Found satisfactory.Ch. 209+068 (L/S) Crass Barrier Concrete Cube Test, M-40, 28 days, Found ok.

Lab-SSSR (206+626) 20mm, 10mm, Sand For concrete work CA & FA Gradation, AIV, FI checked, found ok.8 10-08-2015 Ch. 206+992 (B/S) Culvert Crass Barrier Concrete Cube Test, M-40, 28 days, Found ok.

Ch. 207+808 (L/S) Return Wall/L1 Concrete Cube Test, M-25, 7 days, Found ok.

APCO Camp (20 MM, 10 MM, Sand) For concrete work CA & FA Gradation, AIV, FI checked, found ok.

Ch. 207+626 (Cast Yard) Crass Barrier with friction slab Concrete Cube Test, M-40, 7 days, Found ok.

Ch. 206+992 (Casting) (R/S) Culvert Crass Barrier Concrete Cube Test, M-40, 28 days, Found ok.

Ch. 208+495 (R/S) A2 Retwall/L-2 Concrete Cube Test, M-25, 7 days, Found satisfactory.

Ch. 207+626 (Cast Yard) Crass Barrier with friction slab Concrete Cube Test, M-40, 7 days, Found satisfactory.

Ch. 211+390 to 211+400 (PCC) Median Drain Concrete Cube Test, M-15, 7 days, Found satisfactory.Lab-SSSR (206+626) 20mm, 10mm, Sand For concrete work CA & FA Gradation, AIV, FI checked, found in sp. Limits.

12 14-08-2015 Ch. 207+626 (Cast Yard) Crass Barrier with friction slab Concrete Cube Test, M-40, 7 days, Found satisfactory.13 17-08-2015 Ch. 174+495 (L/S) PUP Raft Concrete Cube Test, M-25, 7 days, Found satisfactory.14 19-08-2015 Ch. 207+626 (Cast Yard) Crass Barrier Concrete Cube Test, M-40, 7 days, Found satisfactory.

Ch. 210+880 (R/S) A2 Retwall PCC Concrete Cube Test, M-15, 7 days, Found satisfactory.

Ch. 208+495 (L/S) Retwall/L-3 Concrete Cube Test, M-25, 7 days, Found satisfactory.

Lab-SSSR (206+626) 20mm, 10mm, Sand For concrete work CA & FA check, Gradation, AIV, FI found in sp. Limits.

Ch. 207+626 (Cast Yard) Crass Barrier Concrete Cube Test, M-40, 7 days, Found satisfactory.

Ch. 210+880 (L/S) Ret/wall/L-2 Concrete Cube Test, M-25, 7 days, Found satisfactory.

Material Test ReportAugust - 2015

06-08-20155

11-08-20159

12-08-201510

13-08-201511

20-08-201515

24-08-201516

05-08-20154

08-08-20157

01-08-20151

03-08-20152

04-08-20153

17

DATE CHAINAGE WORK DESCRIPTION REMARKS

04-08-2015 km. 207+811 to 207+950, RHS(S/R) GSB top level checked

Km. 207+950 to 208+020, BHS(S/R) SG top level Checked

Km. 207+950 to 208+020, BHS(S/R) GSB top level checked

06-08-2015 km. 209+510 to 209+540, LHS(S/R) SG top level Checked

12-08-2015 Km. 208+250 to 208+300,LHS (MCW) SG top level Checked

14-08-2015 Km. 209+510 to 209+580,LHS (MCW) GSB top level checked

21-08-2015 Km. 207+811 to 207+950,LHS (S/R) Emb. Top level checked

25-08-2015 Km. 209+000 to 209+580,RHS (MCW) BC top level Checked

2.20 Survey Report August-2015

05-08-2015

18

2.21

DATE CHAINAGE WORK DESCRIPTION04-08-2015 207+811 to 207+950 GSB Top layer R/S S/R05-08-2015 207+950 to 208+020 SG Top layer B/S S/R06-08-2015 209+510 to 209+545 SG Top layer L/S S/R12-08-2015 208+250 to 208+300 SG Top layer L/S MCW14-08-2015 209+510 to 209+583 GSB Top layer L/S MCW20-08-2015 207+811 to 207+950 Emb. 9th layer L/S S/R

207+811 to 207+950 Emb. Top layer L/S S/R207+311 to 209+599 Emb. 17th layer B/S MCW

22-08-2015 207+615 to 208+019 WMM Top layer R/S S/R27-08-2015 207+220 to 207+260 Emb. 10th layer R/S S/R

R.F.I Checked - August 2015

21-08-2015

19

2.22

From To

1 148.000 168.284 20.284

2 168.284 168.330 0.000 Grave yard(RHS)

3 168.330 169.120 0.790

4 169.120 169.202 0.000 Grave yard(LHS)

5 169.202 179.360 10.158

6 179.360 180.160 0.000 PNC(ROB) Not in scope(0.800)

7 180.160 269.370 89.210

120.442

STATUS OF LAND AVAILABILITY

Grand Total

CHAINAGESl. No. Length

(in km.) REMARKS

As on 31st August, 2015

20

APPENDIX- A

LAYOUT PLAN

23

LAYOUT PLAN Appendix-A

24

APPENDIX- B

FINANCIAL ‘S’ CURVE

25

Dec-10 Jan-11 Feb-11 Mar-11 Apr-11 May-11 Jun-11 Jul-11 Aug-11 Sep-11 Oct-11 Nov-11 Dec-11 Jan-12 Feb-12 Mar-12 Apr-12 May-12 Jun-12 Jul-12 Aug-12 Sep-12 Oct-12 Nov-12 Dec-12 Jan-13 Feb-13 Mar-13 Apr-13 May-13 Jun-13 Jul-13 Aug-13 Sep-13 Oct-13 Nov-13 Dec-13 Jan-14 Feb-14 Mar-14 Apr-14 May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14 Dec-14 Jan-15 Feb-15 Mar-15 Apr-15 May-15 Jun-15 Jul-15 Aug-15

Monthly Planned 0.83% 3.22% 4.03% 4.92% 4.49% 5.22% 6.23% 2.95% 2.38% 2.57% 5.32% 4.77% 3.86% 4.47% 5.27% 5.62% 5.66% 5.50% 5.24% 4.13% 3.44% 2.01% 2.27% 1.69% 1.20% 1.08% 0.65% 0.40% 0.28% 0.30% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%Monthly Achieved 1.33% 1.46% 3.50% 6.65% 2.11% 1.33% 6.58% 1.56% 0.48% 4.30% 1.14% 1.55% 1.50% 1.01% 3.61% 2.65% 2.40% 3.00% 2.38% 1.45% 0.65% 0.87% 1.25% 1.30% 2.45% 1.57% 1.93% 2.38% 2.00% 2.85% 2.65% 1.15% 1.15% 2.25% 1.27% 3.80% 2.00% 1.00% 2.00% 0.25% 0.25% 0.80% 1.20% 0.30% 0.50% 0.75% 0.95% 1.00% 2.06% 1.24% 0.20% 1.00% 0.45% 1.24% 0.20% 0.25% 0.22%Cumm Planned 0.83% 4.05% 8.08% 13.00% 17.49% 22.71% 28.94% 31.89% 34.27% 36.84% 42.16% 46.92% 50.78% 55.26% 60.53% 66.14% 71.81% 77.31% 82.54% 86.68% 90.12% 92.12% 94.39% 96.08% 97.29% 98.36% 99.01% 99.41% 99.70% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00%Cumm Achieved 1.33% 2.79% 6.29% 12.94% 15.05% 16.38% 22.96% 24.52% 25.00% 29.30% 30.44% 31.99% 33.49% 34.50% 38.11% 40.76% 43.16% 46.16% 48.54% 49.99% 50.63% 51.50% 52.75% 54.05% 56.50% 58.07% 60.00% 62.38% 64.38% 67.23% 69.88% 71.03% 72.18% 74.43% 75.70% 79.50% 81.50% 82.50% 84.50% 84.75% 85.00% 85.80% 87.00% 87.30% 87.80% 88.55% 89.50% 90.50% 92.56% 93.80% 94.00% 95.00% 95.45% 96.69% 96.89% 97.14% 97.36%

S-CURVE Aug-15

Month

Appendix-B

0.83%

3.22%

4.03%

4.92%

4.49%

5.22%

6.23%

2.95%

2.38%2.57%

5.32%

4.77%

3.86%

4.47%

5.27%

5.62% 5.66%5.50%

5.24%

4.13%

3.44%

2.01%2.27%

1.69%

1.20%1.08%

0.65%0.40%

0.28% 0.30%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

1.33%1.46%

3.50%

6.65%

2.11%

1.33%

6.58%

1.56%

0.48%

4.30%

1.14%

1.55% 1.50%

1.01%

3.61%

2.65%2.40%

3.00%

2.38%

1.45%

0.65%0.87%

1.25% 1.30%

2.45%

1.57%

1.93%

2.38%

2.00%

2.85%2.65%

1.15% 1.15%

2.25%

1.27%

3.80%

2.00%

1.00%

2.00%

0.25% 0.25%

0.80%

1.20%

0.30%0.50%

0.75%0.95% 1.00%

2.06%

1.24%

0.20%

1.00%

0.45%

1.24%

0.20% 0.25% 0.22%

0.00%

1.00%

2.00%

3.00%

4.00%

5.00%

6.00%

7.00%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57

Series1

Series2

0.83%4.05%

8.08%

13.00%

17.49%

22.71%

28.94%31.89%

34.27%36.84%

42.16%

46.92%50.78%

55.26%

60.53%

66.14%

71.81%

77.31%

82.54%86.68%

90.12%92.12%

94.39% 96.08% 97.29% 98.36% 99.01% 99.41% 99.70% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00%100.00%

1.33% 2.79%6.29%

12.94%15.05% 16.38%

22.96% 24.52% 25.00%29.30% 30.44% 31.99% 33.49% 34.50%

38.11%40.76%

43.16%46.16%

48.54% 49.99% 50.63% 51.50% 52.75% 54.05%56.50% 58.07%

60.00%62.38%

64.38%67.23%

69.88% 71.03% 72.18%74.43% 75.70%

79.50%81.50% 82.50%

84.50% 84.75% 85.00% 85.80% 87.00% 87.30% 87.80% 88.55% 89.50% 90.50%92.56% 93.80% 94.00% 95.00% 95.45% 96.69% 96.89% 97.14% 97.36%

Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Feb-00 Feb-00 Feb-00 Feb-00 Feb-00 Feb-00 Feb-00 Feb-00 Feb-00 Feb-00 Feb-00 Feb-00 Feb-00 Feb-00 Feb-00 Feb-00 Feb-00 Feb-00 Feb-00 Feb-00 Feb-00 Feb-00 Feb-00 Feb-00 Feb-00 Feb-00

Series1 Series2

26

APPENDIX- C

STATUS OF DESIGNREVIEW

27

Status of Drawings Appendix-C

Sr.No. Design and Drawings Unit

TotalDesign &Drawings

for theProject

ApprovedDesign &Drawings

Design & Drawing Balance

Remarks/ReasonUnderApproval

of IE

Newsubmitte

d thisMonth

UnderPreparati

on/Revision

Drawingsyet to bePrepared

BalanceDrawingsyet to be

Submitted

1 Plan & Profile and CrossSections

A Main Carriageway Kms 122 122.00 0 0 0 0B Service Road Kms 21.705 22.00 0 0 0 02 Toll Plaza

Building drawing &Layout plan 2 2 0 0

3 Major bridges

A Foundation andSubstructure Nos. 8 8 0 0

B Superstructure Nos. 8 8 0 0 04 Minor bridges

A Foundation andSubstructure Nos. 09 9+3 3

B Superstructure Nos. 09 9+3 3 0 05 Culverts

A Foundation andSubstructure Nos. 163 163 0 0

B Superstructure Nos. 163 163 0 0

6 Flyover/Grade/ROBseparator/Underpasses

A Foundation andSubstructure Nos. 43 43 0 0 0

B Superstructure Nos. 43 42 1 0 0

7 Any other miscellaneousdrawings 27 27 0 0

28

APPENDIX- D

PLANT & EQUIPMENTMOBILISATION

29

No Description of Equipment Capacity Total requiredTotal

Mobilized1 Hot Mix Plant 200 TPH 1 12 WMM Plant 200 TPH 2 23 Concrete Batching Plant 30 cum/hr 2 25 Motor Grader

3.60m blade-140HP 150 4 4

6 Excavator/JCBPC 200,120

m3/hr 8 87 Vibratory Roller 10T, 100m3/hr 2 28 Loader 60 m3/hr 4 49 Dumpers 12 cum 51 5111 Mechanical Paver 1 112 Sensor Paver 300 TPH 3 313 Tandem Roller 8T 3 314 Pneumatic Tyre Roller 12 T 2 2

15 Bitumen Sprayer 5000 lts 2 2

16 Compressor 60 HP 2 2

Appendix-D

30

APPENDIX- E

STRUCTURAL PROGRESS

31

As per CA As per Site As per CA As per Site As per CA(m)

As per Site(m) Schedule Date Actual Date Schedule Date Actual Date

1 Gagan River Bridge 157.712 157.712 157.712 PSCBox Girder

PSCBox Girder 4x30 3x40 2 - Lane Completed Dec. 2010 Dec. 2010 Nov. 2011 Apr. 2012

2 Ramganga River Bridge 161.348 161.348 161.348 PSCBox Girder

PSCBox Girder 13x50 13x50 2 - Lane Completed Dec. 2010 Dec. 2010 Feb. 2012 Sept. 2013

3 Rajhedha Nalla Bridge 169.953 168.474 168.474 PSCBox Girder

PSCT-Beam 4x29.5 4x29.5 2 - Lane

Moradabad endapproach and

finishing works to bedone.

Dec. 2010 Dec. 2010 Jan. 2012Moradabad

End approachBalance

4 Kunda Bridge COS 178.235 178.235 COSRCC SimplySupportedT-Girder

COS 3x19 4 - Lane Completed Oct. 2011 Oct. 2011 Nov. 2013 Feb. 2014

5 Koshi River Bridge 181.125 180.740 180.740 PSCBox Girder

PSCBox Girder 7x40 + 2x14 7x40 + 2x16.86 2 - Lane Completed Dec. 2010 Apr. 2011 Nov. 2012 Oct. 2013

6 Bhakra River Bridge 221.835 222.973 222.973 PSCBox Girder

PSCBox Girder 4x39 4x39 2 - Lane Completed Dec. 2010 Jan. 2011 Jan. 2012 Mar. 2013

7 Baigul River Bridge 225.372 226.400 226.400 PSCBox Girder

PSCBox Girder 4x39 4x39 2 - Lane Completed Dec. 2010 Jan. 2011 May. 2012 Jan. 2013

8 Nakatiya River Bridge - 251.641 251.641 PSCT-Beam

PSCT-Beam 3x24 2x19.81 +

1x32.37 4 - Lane Completed Dec. 2010 Dec. 2012 Dec. 2012 Aug. 2014

Existing ChainageName of BridgeDesign Chainage

Details of Major BridgesWork Start Date Work Completion Dated

RemarksS. No.Structure Type Span Arrangement Total width

ofstructure

32

As per CA As per Site As per CA As per SiteAs per CA

(m)As per Site

(m)Schedule Date Actual Date Schedule Date Actual Date

1 159.472 159.465 159.465RCC

Box GirderPSC

T-Girder1x30 1x30 2-Lane Completed Dec. 2010 Dec. 2010 Jun. 2011 Feb. 2013

2 224.428 225.582 225.582RCC SimplySupportedT-Girder

RCC SimplySupportedT-Girder

3x19 3x19 2-Lane Completed Dec. 2010 May. 2011 May. 2012 Nov. 2012

3 - - 208.321 - Box Type - 5x4 4-Lane

Approach &Deck Slab,

retaning wallcompleted,

crash barrierworks is inprogress

Dec. 2014 Dec. 2014 Jun. 2015Work

in progress

4 - - 208.493 - Box Type - 5x6 4-Lane

Approach &Deck Slab

completed,retaning wall

work is inprogress

Dec. 2014 Dec. 2014 Jun. 2015Work

in progress

5 - - 210.880 - Box Type - 5x5 4-Lane

Deck Slabcompleted,

retaning wallwork is inprogress

Feb. 2015 Feb. 2015 Jun. 2015Work

in progress

6 - 228.004 228.004RCC SlabStructure

RCC Slab Structure 2x7 2x7 2-Lane Completed Dec. 2010 Feb. 2011 Dec. 2011 Dec. 2011


RCC Slab Structure1x7.5+1x11.5

5x3.8 2-Lane Completed Dec. 2010 Feb. 2011 Dec. 2011 Dec. 2011

8 - 231.450 231.400RCC Slab Over

RCC Substructureand Foundation

RCC Slab OverRCC Substructureand Foundation

3x6.82x6.565+

1x6.84-Lane Completed Dec. 2010 Nov. 2012 Feb. 2012 Oct. 2013

9 233.627 233.627RCC SlabStructure

RCC Slab Structure 3x6.8 3x6.8 2-Lane Completed Dec. 2010 Feb. 2011 Nov. 2011 Sep. 2012

10 234.970 236.338 236.338RCC SimplySupportedT-Girder

RCC SimplySupportedT-Girder

1x10+20+1x10

1x10+20+1x10

2-Lane Completed Dec. 2010 Mar. 2011 Dec. 2011 Jun. 2012

11 - 245.225 245.255PSC

T-BeamPSC

T-Beam1x32 1x32 4-Lane Completed Dec. 2010 Mar. 2013 May. 2012 Aug. 2014


RCC SlabStructure

Existing2x6.59+1x6.85

2-Lane Completed Dec. 2010 May. 2011 Nov. 2011 Nov. 2012

Work Completion Date

Extension of existing Minor Bridge

Details of Minor Bridge

Work Start DateRemarksS. No.

Total width ofstructure

Span ArrangementStructure TypeExisting

Chainage

Design Chainage

33

As per CA As per Site As per CA As per Site As per CA As per Site As per CA As per Site Schedule Date Actual Date Schedule Date Actual Date

1 170.165 169.620 169.225To Dalpatpur

Village1x12 - RCC Box - 12x5.5 - 4-Lane

Not started dueto diversion

Land availableon 13/02/2013.

Work notstarted till date.

Dec. 2010Work

Not startedJun. 2011

WorkNot Started

2 176.320 175.775 175.200Near

Mundapandey1x25 1x12

Not Mention

RCC Box 25x5.5 12x5.5 4-Lane

LHS & RHSCompleted,

Approaches tobe done at

Moradabad Side.

Dec. 2010 May. 2012 Oct. 2011

ApproachesBalance in

MoradabadSide

3 - 185.700 185.700To Sahabad

Road To Rampur1x30 1x30

PSCT-Beam

PSCT-Beam

30x5.5 30x5.5 2-Lane Completed Dec. 2010 Dec. 2011 Mar. 2012 Feb. 2015

4 190.930 190.600 190.393To Sajadnagarvillage to Sarai

Village1x12 1x12 RCC Box RCC Box 12x5.5 12x5.5 4-Lane Completed Dec. 2010 Mar.2011 Mar. 2012 Apr. 2012

5 192.600 192.275 192.057To Magorma

Village1x12 1x12 RCC Box RCC Box 12x5.5 12x5.5 4-Lane Completed Dec. 2010 Feb. 2011 Feb. 2012 Mar. 2012

6 197.450 197.100 197.115

To DhamorVillage

To JhuniyaVillage

1x12 1x12 RCC Box RCC Box 12x5.5 12x5.5 4-Lane Completed Dec. 2010 May. 2011 Feb. 2012 Jun. 2012

7 - 207.700 207.700To Bilaspur

To NH-24/Milak1x30 -

PSCT-Beam

- 30x5.5 - 4-Lane

Deck slabcompleted, crashbarrier/wearingcoat/expansion

joint is inprogress

Dec. 2010 Mar. 2014 Mar. 2012Work

in progress

8 216.560 217.830 217.570 To Village Road 1x25 1x25PSC

T-BeamPSC

T-Beam25x5.5 25x5.5 4-Lane Completed Dec. 2010 Nov. 2011 Feb. 2012 Sept. 2013

9 - 224.850 224.860To Magalmore

To DhantaStation

1x25 1x12PSC

T-BeamRCC Box 25x5.5 12x5.5 4-Lane Completed Dec. 2010 Oct. 2011 Mar. 2012 Mar. 2013

10 - 232.918 232.918To Fatehganj

To Village

1x12(As perMOM)

1x12 RCC Box RCC Box 12x5.5 12x5.5 4-LaneUpgraded PUPto VUP as per

MOM completedDec. 2010 Dec. 2012 Apr. 2012 Dec. 2013

11 247.640 247.717 248.087To shahidpur

To Bareilly1x25 1x12 RCC Box RCC Box 25x5.5 12x5.5 4-Lane completed Dec. 2010 Sept. 2013 Jun. 2011 Oct,2014

12 - 262.587 262.587To Alampur To NH-24

1x30 1x30 RCC BoxPSC

T-Beam30x5.5 30x5.5 4-Lane completed Dec. 2010 Mar. 2012 Jan. 2012 Oct,2014

DETAILS OF VUP

Structure Type Clear opening (m)Name ofIntersecting

Roads

Total widthof Structure

CA/SiteRemarks

Design ChainageS.No.

ExistingChainage

Span Arrangement (m) Work Start Date Work Completion Date

34

As per CA As per Site As per CA As per Site As per CA As per Site As per CA As per Site Schedule Date Actual Date Schedule Date Actual Date

1 148.830 148.790 148.790 1x5.25 1x5.25 RCC Box RCC Box 5.25x3.50 5.25x3.50 2 - Lane Completed Dec. 2010 Dec. 2010 Mar. 2011 Mar. 20112 149.700 149.675 149.675 1x5.25 1x5.25 RCC Box RCC Box 5.25x3.50 5.25x3.50 2 - Lane Completed Dec. 2010 Dec. 2010 Mar. 2011 Mar. 20113 153.240 153.200 153.206 1x5.25 1x5.25 RCC Box RCC Box 5.25x3.50 5.25x3.50 2 - Lane Completed Dec. 2010 Dec. 2010 Mar. 2011 Mar. 20114 155.600 155.601 155.601 1x10 1x10 RCC Box RCC Box 10x3.50 10x3.50 2 - Lane Completed Dec. 2010 Dec. 2010 May. 2011 Jun. 20115 156.238 156.238 156.240 1x10 1x10 RCC Box RCC Box 10x3.50 10x3.50 2 - Lane Completed Dec. 2010 Dec. 2010 May. 2011 Jun. 20116 157.075 157.075 157.075 1x6.25 1x6.25 RCC Box RCC Box 6.25x3.50 5.25x3.50 2 - Lane Completed Dec. 2010 Dec. 2010 May. 2011 Jun. 20117 158.400 158.400 158.399 1x5.25 1x5.25 RCC Box RCC Box 5.25x3.50 5.25x3.50 2 - Lane Completed Dec. 2010 Dec. 2010 Oct. 2011 Oct. 20118 159.432 159.432 159.432 1x5.25 1x5.25 RCC Box RCC Box 5.25x3.50 4.00x3.50 2 - Lane Completed Dec. 2010 Dec. 2010 Oct. 2011 Jan. 20129 160.120 160.120 160.116 1x5.25 1x5.25 RCC Box RCC Box 5.25x3.50 4.00x3.50 2 - Lane Completed Dec. 2010 Dec. 2010 Oct. 2011 Dec. 2011

10 160.525 160.525 160.525 1x5.25 1x5.25 RCC Box RCC Box 5.25x3.50 5.25x3.50 2 - Lane Completed Dec. 2010 Dec. 2010 Mar. 2011 May. 2011

11 162.800 162.800 162.800 COS 1x7.50 COS RCC Box COS 7.50x3.50 4 - Lane COS,Completed - Oct. 2011 - Aug. 2012

12 163.400 164.044 164.040 1x5.25 1x5.25 RCC Box RCC Box 5.25x3.50 5.25x3.50 2 - Lane Completed Dec. 2010 Dec. 2010 May. 2011 Jun. 201113 173.000 172.475 172.475 1x7.50 - RCC Box RCC Box 7.50x3.50 7.50x3.50 4 - Lane Completed Dec. 2010 Oct. 2013 Mar. 2011 Oct'14

14 - - 174.995 COS 1x7.50 COS RCC Box COS 7.50x2.50 4 - Lane

LHS Deck Slabcompleted,work is inprogress

- Jul. 2015 - workin progress

15 - 183.393 183.417 1x7.50 1x7.50 RCC Box RCC Box 7.50x3.50 7.50x3.50 2 - Lane Completed Dec. 2010 Mar. 2013 Jun. 2011 Jun. 2014

16 - 188.175 186.870 1x7.50 1x7.50 RCC Box RCC Box 7.50x3.50 7.50x3.50 2 - Lane Completed Dec. 2010 Sept. 2013 May. 2011 Dec. 2014

17 - 209.600 209.600 1x7.50 - RCC Box - 7.50x3.50 - 4 - Lane Approaches tobe done Dec. 2010 Sept. 2014 Jun. 2011 work

in progress18 212.075 213.219 213.780 1x7.50 1x7.50 RCC Box RCC Box 7.50x3.50 7.50x3.50 4 - Lane Completed Dec. 2010 Jun. 2011 Jun. 2011 Nov. 201219 - 217.190 217.190 1x7.50 1x7.50 RCC Box RCC Box 7.50x3.50 7.50x3.50 4 - Lane Completed Dec. 2010 Nov. 2011 Oct. 2011 Jun. 201320 - 217.400 217.400 1x7.50 1x7.50 RCC Box RCC Box 7.50x3.50 7.50x3.50 4 - Lane Completed Dec. 2010 Nov. 2011 Oct. 2011 May. 201321 - 217.822 217.822 1x7.50 1x7.50 RCC Box RCC Box 7.50x3.50 7.50x3.50 4 - Lane Completed Jan. 2011 Dec. 2011 Nov. 2011 Dec. 201222 - 232.850 232.313 1x7.50 1x7.50 RCC Box RCC Box 7.50x3.50 7.50x3.50 4 - Lane Completed Dec. 2010 Apr. 2013 Oct. 2011 Feb. 201423 - 238.500 238.546 1x7.50 - RCC Box - 7.50x3.50 - 4 - Lane Completed Jan. 2011 Jan. 2014 Mar. 2011 Oct'1424 - 242.450 245.870 1x7.50 - RCC Box - 7.50x3.50 - 4 - Lane Completed Mar. 2011 Jan. 2014 Jun. 2011 May-14

Structure Type Clear Opening Total Width ofStructure

Design Chainage

PUP Details

Work Start Date Work Completion DateSpan ArrangementRemarksExisting

ChainageS. No.

35

As per CA

As per Site

As per CA

As perSite As per CA As per Site Schedule Date Actual Date Schedule Date Actual Date

1 AT MoradabadBypass 159.771 159.771 4-Lane 4-Lane Girder &

Slab

Girder &voidedslab

2x14+1x18

+2x14

2x14+1x18+2x14

Completed Dec. 2010 Feb. 2011 Dec. 2012 Feb. 2013

2 AT MoradabadBypass 165.400 165.400 4-Lane 4-Lane Girder &

Slab

Girder &voidedslab

3x18+1x14

2x18+1x21.3+1x10.7

Completed Jan. 2011 Apr. 2011 Mar. 2013 Jan. 2014

3 End of RampurBypass 189.100 189.100 2-Lane 2-Lane Girder &

Slab

Girder &voidedslab

1x38 1x38 Completed Jan. 2011 Jan. 2012 Feb. 2013 Mar. 2015

4 Near Mirganj 216.685 216.685 4-Lane 4-Lane Girder &

Slab

Girder &voidedslab

2x32.5+1x50

+2x32.5

4x31.250+55 Completed Dec. 2010 Mar. 2011 May. 2013 Feb. 2014

5 Near Fatehganj 234.726 234.726 4-Lane 4-Lane Girder & Slab

Girder &voidedslab

5x233x22+1x23+1x26

Completed Dec. 2010 Mar. 2011 May. 2013 Mar. 2014

6 AT BareillyBypass 246.426 246.426 4-Lane 4-Lane Girder &

Slab

Girder &voidedslab

2x25+1x33.10+1x26+1x26.90

1x25.370+1x26.460+1x33.100+1x26.000+1x25.000

Completed Dec. 2010 Jun. 2012 May. 2013 Aug. 2014

Structure Type span ArrangementExisting

Chainage

Work Completion Date

ROB Details

Work Start DateRemarksS.No. Location Design

chainage

Structural Contiguration(Existing + New)

36

Schedule Date Actual Date Schedule Date Actual Date

1 At BareillyBypass 246.426 Nainital Road

2x25+1x33.10+1x26+1x26

+1x26.90

1x2.5.370+1x26.460+1x33.100+1x26.000+1x25.000

5.50m 4-Lane Completed Dec. 2010 Jun. 2012 May. 2013 Jun. 2014

2 At BareillyBypass 251.000 Pilibhit Road 1x30 - 5.50m 4-Lane Completed Dec. 2010 Jun. 2014 May. 2013 Apr. 2015

DETALS OF PROPOSED GRADE SEPARATEDINTERSECTIONS/FLYOVERS

RemarksTotalwidth

Clear high

Sapnarrangement

at site

Praposed SpanArrangement

(CA)

Name ofIntersecting

RoadDesign

chhainageLocationS. No. Work Start Date Work Completion Date

37

APPENDIX- F

QUALITY CONTROL TEST

38

Apco Infratech Limited Main Camp

Up to Last Month Duringthis Month Cumulative

RequiredFrequency

as perMORT&H

Conducted Failed Passed

RequiredFrequency

as perMORT&H

Conducted Failed PassedRequired

Frequency asper MORT&H


1 Existing Ground (SOM) 546623.04 0 546623.04Grain size analysis 345 345 0 345 0 0 0 0 345 345 0 345Atterberg Limits(L.L. & P.L.) 348 348 0 348 0 0 0 0 348 348 0 348Density Test (M.D.D. & O.M.C) 345 345 0 345 0 0 0 0 345 345 0 345Free Swelling Index 345 345 0 345 0 0 0 0 345 345 0 345Natural Moisture Content 345 345 0 345 0 0 0 0 345 345 0 345C. B. R. Test 0 0 0 0 0 0 0 0 0 0 0 0

Compaction Control Test (F.D.D) 1441 1441 0 1441 0 0 0 0 1441 1441 0 1441

2 Embankment 1948112.48 0.00 1948112.48 0 0 0 0 0 0 0 0 0 0 0 0Grain size analysis 1 test/1500 cum 1460 1460 0 1460 0 0 0 0 1460 1460 0 1460Atterberg Limits(L.L. & P.L.) 1 test/1500 cum 1460 1460 0 1460 0 0 0 0 1460 1460 0 1460Density Test (M.D.D. & O.M.C) 1 test/1500 cum 1460 1460 0 1460 0 0 0 0 1460 1460 0 1460Free Swelling Index 1 test/1500 cum 1460 1460 0 1460 0 0 0 0 1460 1460 0 1460Natural Moisture Content 1 test/250 cum 8683 8683 0 8683 0 0 0 0 8683 8683 0 8683C. B. R. Test 1 test/3000 cum 600 600 0 600 0 0 0 0 600 600 0 600

Compaction Control Test (F.D.D)1 set/1000 sqm for emb.& 500 sqm for sub grade 17041 17041 0 17041 0 0 0 0 17041 17041 0 17041

3 Sub Grade 476236.86 0 476236.86 0 0 0 0 0 0 0 0 0 0 0 0Grain size analysis 1 test/1500 cum 305 305 0 305 0 0 0 0 305 305 0 305Atterberg Limits(L.L. & P.L.) 1 test/1500 cum 305 305 0 305 0 0 0 0 305 305 0 305Density Test (M.D.D. & O.M.C) 1 test/1500 cum 305 305 0 305 0 0 0 0 305 305 0 305Free Swelling Index 1 test/1500 cum 305 305 0 305 0 0 0 0 305 305 0 305Natural Moisture Content 1 test/250 cum 2156 2156 0 2156 0 0 0 0 2156 2156 0 2156C. B. R. Test 1 test/3000 cum 174 174 0 174 0 0 0 0 174 174 0 174


4 Granular Sub Base 157465.62 0 157465.62 0 0 0 0 0 0 0 0 0 0 0 0Gradation 1 test/200 cum 922 922 0 922 0 0 0 0 922 922 0 922Atterberg Limits(L.L. & P.L.) 1 test/200 cum 922 922 0 922 0 0 0 0 922 922 0 922

NATIONAL HIGHWAYS AUTHORITY OF INDIAFour Laning of Moradabad - Bareilly Road Section of NH- 24

From Km 236.500 to Km 269.800 in the State of Utter PradeshMoradabad Bareilly Expressway Limited

Louis Berger Group, Inc.Testing Laboratory :

Concessionaire :Contractor :Consultant :

Quality Control ReportPackage No. : Section IIIPeriod : 26.07.2015 to 25.08.2015

S .No Description of Test Frequency as per

MORT&H

Total no. of Test upto (Previous month) Total no. of Test (Current month)Quantity of Work done (In Cum)

Aug'15

Total no. of Test (Cumulative)

39


RequiredFrequency

as perMORT&H


RequiredFrequency

as perMORT&H





MORT&H

Total no. of Test upto (Previous month) Total no. of Test (Current month)Quantity of Work done (In Cum) Total no. of Test (Cumulative)

Density Test (M.D.D. & O.M.C) Priliminary for mix design 3 3 0 3 0 0 0 0 3 3 0 3

10% fine value (soaked condition) As required 2 2 0 2 0 0 0 0 2 2 0 2

C. B. R. Test As required 3 3 0 3 0 0 0 0 3 3 0 3Deleterious content As required 1 1 0 1 0 0 0 0 1 1 0 1Moisture content prior tocompection

1test/250sqm 3829 3829 0 3829 0 0 0 0 3829 3829 0 3829

Density for compacted layer 1test/500 sqm 2729 2729 0 2729 0 0 0 0 2729 2729 0 27295 Wet Mix Mecadam 197918 0 197918 0 0 0 0 0 0 0 0 0 0 0 0

Gradation 1 test/100 cum 1805 1805 0 1805 0 0 0 0 1805 1805 0 1805A.I.V. 1 test/200 cum 1263 1263 0 1263 0 0 0 0 1263 1263 0 1263Combined E.I. and F.I 1 test/200 cum 1263 1263 0 1263 0 0 0 0 1263 1263 0 1263Atterberg Limits(L.L. & P.L.) 1 test/100 cum 1805 1805 0 1805 0 0 0 0 1805 1805 0 1805


Density for compacted layer 1test/500 sqm 4497 4497 0 4497 0 0 0 0 4497 4497 0 4497Water absorpton of C.A. For source approval 1 1 0 1 0 0 0 0 1 1 0 1

Soundness test for C.A. For source approval. IfW.A.

1 1 0 1 0 0 0 0 1 1 0 1

6 Prime Coat 520233.9 0 520233.86 0 0 0 0 0 0 0 0 0 0 0 0Quality of Emulsion 1 test per lot 11 11 0 11 0 0 0 0 11 11 0 11

Rate of spread of emulsion1 test per 500 sqm andnot less than 2 tests per

day1346 1346 0 1346 0 0 0 0 1346 1346 0 1346

7 Tack Coat 1641833.7 0 1641833.73 0 0 0 0 0 0 0 0 0 0 0 0Quality of Emulsion 1 test per lot 13 13 0 13 0 0 0 0 13 13 0 13


day4127 4127 0 4127 0 0 0 0 4127 4127 0 4127

8 Dense Bitumen Mecadam 96106.04 0 96106.04 0 0 0 0 0 0 0 0 0 0 0 0Quality of Binder 1 test per lot 636 636 0 636 0 0 0 0 636 636 0 636

Grain size analysis 1 set/400t mix and min 2tests/

636 636 0 636 0 0 0 0 636 636 0 636

Combined E.I. and F.I 1 test/ 50 cum 1980 1980 1980 0 0 0 0 1980 1980 0 1980A.I.V. 1 test/ 50 cum 1980 1980 1980 0 0 0 0 1980 1980 0 1980

Water absorption Priliminary 1 set forsource

1 1 0 1 0 0 0 0 1 1 0 1

Stripping Value Priliminary 1 set forsource

1 1 0 1 0 0 0 0 1 1 0 1

Sand Equivalent Value As required 0 0 0 0 0 0 0 0 0 0 0 0PI As required 0 0 0 0 0 0 0 0 0 0 0 0

Soundness test Preliminary 1 set forsource

1 1 0 1 0 0 0 0 1 1 0 1

40


RequiredFrequency

as perMORT&H


RequiredFrequency

as perMORT&H





MORT&H


Stability of Mix 1 set/400t mix and min 2tests/

816 816 0 816 0 0 0 0 816 816 0 816

Water Sensitivity of Mix Preliminary 1 set forsource

1 1 0 1 0 0 0 0 1 1 0 1

Control of temp. of Binder contentand the grading of the mix

At regular close interval0 0 0 0 0 0 0 0 0 0 0 0

Control of Binder content and thegrading of the mix

1 set/400t mix and min 2tests/

803 803 0 803 0 0 0 0 803 803 0 803

Rate of spread of mixed material At regular close interval 0 0 0 0 0 0 0 0 0 0 0 0

Density of compacted layer One test per 250 sqm 5971 5971 0 5971 0 0 0 0 5971 5971 0 59719 Bituminious Concrete/SDBC 30222.39 0 30222.39 0 0 0 0 0 0 0 0 0 0 0 0

Quality of Binder 1 test per lot 307 307 0 307 0 0 0 0 307 307 0 307


307 307 0 307 0 0 0 0 307 307 0 307

Combined E.I. and F.I 1 test/ 50 cum 786 786 0 786 0 0 0 0 786 786 0 786A.I.V. 1 test/ 50 cum 786 786 0 786 0 0 0 0 786 786 0 786Polished Stone Value As required 0 0 0 0 0 0 0 0 0 0 0 0

Water absorpton Priliminary 1 set forsource

0 0 0 0 0 0 0 0 0 0 0 0


0 0 0 0 0 0 0 0 0 0 0 0

Sand Equavalant Value As required 0 0 0 0 0 0 0 0 0 0 0 0PI As required 0 0 0 0 0 0 0 0 0 0 0 0

Soundness test Priliminary 1 set forsource

0 0 0 0 0 0 0 0 0 0 0 0


307 307 0 307 0 0 0 0 307 307 0 307

Water Sensitivity of Mix Priliminary 1 set forsource

0 0 0 0 0 0 0 0 0 0 0 0





621 621 0 621 0 0 0 0 621 621 0 621


Density of compacted layer One test per 250 sqm 1766 1766 0 1766 0 0 0 0 1766 1766 0 1766Structural Concrete 31733.49 28 31761.49 0 0 0 0 0

11 Cement(Bag) 215986 3000 218986 0 0 0 0 0Fineness 81 81 0 81 0 0 0 0 81 81 0 81Consistancy 81 81 0 81 0 0 0 0 81 81 0 81Initial and Final Setting time 81 81 0 81 0 0 0 0 81 81 0 81Compressive Strength 325 325 0 325 3 3 0 3 328 328 0 328Specific Gravity 24 24 0 24 0 0 0 0 24 24 0 24

1 test / consignment

41


RequiredFrequency

as perMORT&H


RequiredFrequency

as perMORT&H





MORT&H


12 Water 0 0 0 0

Organic 5 6 0 6 0 0 0 0 5 6 0 6

In-organic 5 6 0 6 0 0 0 0 5 6 0 6Sulphates 5 6 0 6 0 0 0 0 5 6 0 6Cholorides 5 6 0 6 0 0 0 0 5 6 0 6PH Value 9 11 0 11 0 0 0 0 9 11 0 11Suspended Matter 3 6 0 6 0 0 0 0 3 6 0 6

13 Steel 812.92 0 812.92 0 0 0 0Tensile Strength 17 17 0 17 0 0 0 0 17 17 0 17.2% Proof stress 17 17 0 17 0 0 0 0 17 17 0 17Elongation 17 17 0 17 0 0 0 0 17 17 0 17Bend test 17 17 0 17 0 0 0 0 17 17 0 17Re-Bend Test 17 17 0 17 0 0 0 0 17 17 0 17Mass per meter run 17 17 0 17 0 0 0 0 17 17 0 17

14 Admixture(MT) 1 test / consignment 67.75 0.0 67.75 7 7 0 7 0 0 0 0 7 7 0 7

15Gradation 1 test / day 1130 1130 0 1130 93 93 0 93 1223 1223 0 1223Water absorption Preliminary 1 test for

source approval756 756 0 756 93 93 0 93 849 849 0 849

A.I.V. Preliminary 1 test forsource approval

1125 1125 0 1125 31 31 0 31 1156 1156 0 1156

F.I. 1099 1099 0 1099 31 31 0 31 1130 1130 0 1130Soundness Preliminary 1 test for

source approval29 29 0 29 0 0 0 0 29 29 0 29

Alkali aggregate reactivity test Preliminary 1 test forsource approval

1 1 0 1 0 0 0 0 1 1 0 1

Workability of fresh concrete 1 test/ transit mixer 5993 5993 0 5993 543 543 0 543 6536 6536 0 653616

M 15 PCC(40 mm) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0M 15 PCC 4343 28 4371.00 4113 4113 0 4113 27 27 0 27 4140 4140 0 4140M 20 PCC 870.05 0 870.05 906 906 0 906 0 0 0 0 906 906 0 906M 20 (KERB) 10979 0 10979.00 4053 4053 0 4053 0 0 0 0 4053 4053 0 4053M 25 RCC 8922.95 0 8922.95 4671 4671 0 4671 0 0 0 0 4671 4671 0 4671M 30 RCC 1128.50 0 1128.50 931 931 0 931 0 0 0 0 931 931 0 931M 35 RCC 995.80 0 995.80 1217 1217 1217 0 0 0 0 1217 1217 0 1217M 40 RCC 237.55 0 237.55 323 323 0 323 0 0 0 0 323 323 0 323

1 set per 1-5 cum, 2 setper 6-15 cum, 3 set per16-30 cum, 4 set per 31-

50 cum, 51 cum andabove 4 set plus 1 set per

every 50 cum

Preliminary 1 test forsource approval

1 test/lot

Quality of Course and fine Aggregate

Strength of Concrete

Quality Control Report ( Milak by pass)Period 26 April -2015 To 25 May 2015 Date :May'15

42


RequiredFrequency

as perMORT&H


RequiredFrequency

as perMORT&H





MORT&H


S .No.

Description of Test Requirement as perMOSRT&H (Clause

900)

Up to Last Month Duringthis Month

Cumulative Conducted Failed PassedConducted Failed Passed


1 Existing Ground (SOM) 156000 0 156000Grain size analysis 13 13 0 13 0 0 0 0 13 13 0 13Atterberg Limits(L.L. & P.L.) 13 13 0 13 0 0 0 0 13 13 0 13Density Test (M.D.D. & O.M.C) 13 13 0 13 0 0 0 0 13 13 0 13Free Swelling Index 13 13 0 13 0 0 0 0 13 13 0 13Natural Moisture Content 13 13 0 13 0 0 0 0 13 13 0 13C. B. R. Test 0 0 0 0 0 0 0 0 0 0 0 0

Compaction Control Test (F.D.D) 934 934 0 934 0 0 0 0 934 934 0 934

2 Embankment 169109.36 17912.00 187021.36 0 0 0 0 0 0 0 0 0 0 0 0Grain size analysis 1 test/1500 cum 132 132 0 132 12 12 0 12 144 144 0 144Atterberg Limits(L.L. & P.L.) 1 test/1500 cum 132 132 0 132 12 12 0 12 144 144 0 144Density Test (M.D.D. & O.M.C) 1 test/1500 cum 132 132 0 132 12 12 0 12 144 144 0 144Free Swelling Index 1 test/1500 cum 93 93 0 93 12 12 0 12 105 105 0 105Natural Moisture Content 1 test/250 cum 0 0 0 0 0 0 0 0 0 0 0 0C. B. R. Test 1 test/3000 cum 0 0 0 0 2 2 0 2 2 2 0 2


3 Sub Grade 44219.75 4655 48874.75 0 0 0 0 0 0 0 0 0 0 0 0Grain size analysis 1 test/1500 cum 36 36 0 36 0 0 0 0 36 36 0 36Atterberg Limits(L.L. & P.L.) 1 test/1500 cum 36 36 0 36 0 0 0 0 36 36 0 36Density Test (M.D.D. & O.M.C) 1 test/1500 cum 36 36 0 36 0 0 0 0 36 36 0 36Free Swelling Index 1 test/1500 cum 36 36 0 36 0 0 0 0 36 36 0 36Natural Moisture Content 1 test/250 cum 31 31 0 31 0 0 0 0 31 31 0 31C. B. R. Test 1 test/3000 cum 20 20 0 20 0 0 0 0 20 20 0 20


4 Granular Sub Base 18337 968 19305 0 0 0 0 0 0 0 0 0 0 0 0Gradation 1 test/200 cum 139 139 0 139 8 8 0 8 147 147 0 147Atterberg Limits(L.L. & P.L.) 1 test/200 cum 139 139 0 139 8 8 0 8 147 147 0 147


10% fine value (soaked condition) As required 0 0 0 0 0 0 0 0 0 0 0 0

Quantity of Work done (In Cum) TotalRequired as

perFrequency(MORT&H)

Total no. of Test (uptoPrevious month)

TotalRequired asperFrequency(MOSRT&H)

Total no. of Test(Current month)

TotalRequired as

perFrequency

(MOSRT&H)

Total no. of Test (Cumulative)

43


RequiredFrequency

as perMORT&H


RequiredFrequency

as perMORT&H





MORT&H


C. B. R. Test As required 0 0 0 0 0 0 0 0 0 0 0 0Deleterious content As required 0 0 0 0 0 0 0 0 0 0 0 0Moisture content prior tocompection

1test/250sqm 0 0 0 0 0 0 0 0 0 0 0 0

Density for compacted layer 1test/500 sqm 1075 1075 0 1075 96 96 0 96 1171 1171 0 11715 Wet Mix Mecadam 22721 1420 24141 0 0 0 0 0 0 0 0 0 0 0 0

Gradation 1 test/100 cum 283 283 0 283 18 18 0 18 301 301 0 301A.I.V. 1 test/200 cum 170 170 0 170 12 12 0 12 182 182 0 182Combined E.I. and F.I 1 test/200 cum 170 170 0 170 12 12 0 12 182 182 0 182Atterberg Limits(L.L. & P.L.) 1 test/100 cum 283 283 0 283 18 18 0 18 301 301 0 301


Density for compacted layer 1test/500 sqm 1925 1925 0 1925 144 144 0 144 2069 2069 0 2069Water absorpton of C.A. For source approval 0 0 0 0 0 0 0 0 0 0 0 0

Soundness test for C.A. For source approval. IfW.A.

0 0 0 0 0 0 0 0 0 0 0 0

6 Prime Coat 99610.0 340 99950 0 0 0 0 0 0 0 0 0 0 0 0Quality of Emulsion 1 test per lot 0 0 0 0 0 0 0 0 0 0 0 0


day543 543 0 543 3 3 0 3 546 546 0 546

7 Tack Coat 326663.0 10285 336948 0 0 0 0 0 0 0 0 0 0 0 0Quality of Emulsion 1 test per lot 0 0 0 0 0 0 0 0 0 0 0 0


day1196 1196 0 1196 76 76 0 76 1272 1272 0 1272

8 Dense Bitumen Mecadam 10860 50 10910 0 0 0 0 0 0 0 0 0 0 0 0Quality of Binder 1 test per lot 139 139 0 139 2 2 0 2 141 141 0 141


139 139 0 139 2 2 0 2 141 141 0 141

Combined E.I. and F.I 1 test/ 50 cum 314 314 0 314 2 2 0 2 316 316 0 316A.I.V. 1 test/ 50 cum 314 314 0 314 2 2 0 2 316 316 0 316

Water absorption Priliminary 1 set forsource

0 0 0 0 0 0 0 0 0 0 0 0


0 0 0 0 0 0 0 0 0 0 0 0

Sand Equivalent Value As required 0 0 0 0 0 0 0 0 0 0 0 0PI As required 0 0 0 0 0 0 0 0 0 0 0 0

Soundness test Preliminary 1 set forsource

0 0 0 0 0 0 0 0 0 0 0 0


139 139 0 139 2 2 0 2 141 141 0 141

Water Sensitivity of Mix Preliminary 1 set forsource

0 0 0 0 0 0 0 0 0 0 0 0

44


RequiredFrequency

as perMORT&H


RequiredFrequency

as perMORT&H





MORT&H






0 0 0 0 0 0 0 0 0 0 0 0


Density of compacted layer One test per 250 sqm 704 704 0 704 4 4 0 4 708 708 0 7089 BC/SDBC 5107 498 5605 0 0 0 0 0 0 0 0 0 0 0 0

Quality of Binder 1 test per lot 87 87 0 87 12 12 0 12 99 99 0 99


87 87 0 87 12 12 0 12 99 99 0 99

Combined E.I. and F.I 1 test/ 50 cum 208 208 0 208 15 15 0 15 223 223 0 223A.I.V. 1 test/ 50 cum 208 208 0 208 15 15 0 15 223 223 0 223Polished Stone Value As required 0 0 0 0 0 0 0 0 0 0 0 0

Water absorpton Priliminary 1 set forsource

0 0 0 0 0 0 0 0 0 0 0 0


0 0 0 0 0 0 0 0 0 0 0 0

Sand Equavalant Value As required 0 0 0 0 0 0 0 0 0 0 0 0PI As required 0 0 0 0 0 0 0 0 0 0 0 0

Soundness test Priliminary 1 set forsource

0 0 0 0 0 0 0 0 0 0 0 0


87 87 0 87 12 12 0 12 99 99 0 99

Water Sensitivity of Mix Priliminary 1 set forsource

0 0 0 0 0 0 0 0 0 0 0 0





0 0 0 0 0 0 0 0 0 0 0 0


Density of compacted layer One test per 250 sqm 275 275 0 275 57 57 0 57 332 332 0 332Structural Concrete 3297.7 478.75 3776.45 0 0 0 0 0 0

11 Cement(Bag) 0 0 0 0 0 0 0 0 0Fineness 0 0 0 0 0 0 0 0 0 0 0 0Consistancy 0 0 0 0 0 0 0 0 0 0 0 0Initial and Final Setting time 0 0 0 0 0 0 0 0 0 0 0 0Compressive Strength 0 0 0 0 0 0 0 0 0 0 0 0Specific Gravity 0 0 0 0 0 0 0 0 0 0 0 0

12 Water 0 0 0 0 0 0Organic 0 0 0 0 0 0 0 0 0 0 0 0In-organic 0 0 0 0 0 0 0 0 0 0 0 0

1 test / consignment


45


RequiredFrequency

as perMORT&H


RequiredFrequency

as perMORT&H





MORT&H


Sulphates 0 0 0 0 0 0 0 0 0 0 0 0Cholorides 0 0 0 0 0 0 0 0 0 0 0 0PH Value 0 0 0 0 0 0 0 0 0 0 0 0Suspended Matter 0 0 0 0 0 0 0 0 0 0 0 0

13 Steel 0.00 0 0 0 0 0 0 0 0Tensile Strength 0 0 0 0 0 0 0 0 0 0 0 0.2% Proof stress 0 0 0 0 0 0 0 0 0 0 0 0Elongation 0 0 0 0 0 0 0 0 0 0 0 0Bend test 0 0 0 0 0 0 0 0 0 0 0 0Re-Bend Test 0 0 0 0 0 0 0 0 0 0 0 0Mass per meter run 0 0 0 0 0 0 0 0 0 0 0 0

14 Admixture(MT) 1 test / consignment 0 0 0 0 0 0 0 0 0 0 0 0 0 0 015

Gradation 1 test / day 0 0 0 0 0 0 0 0 0 0 0 0Water absorption Preliminary 1 test for

source approval0 0 0 0 0 0 0 0 0 0 0 0

A.I.V. Preliminary 1 test forsource approval

0 0 0 0 0 0 0 0 0 0 0 0

F.I. 0 0 0 0 0 0 0 0 0 0 0 0Soundness Preliminary 1 test for

source approval0 0 0 0 0 0 0 0 0 0 0 0

Alkali aggregate reactivity test Preliminary 1 test forsource approval

0 0 0 0 0 0 0 0 0 0 0 0

Workability of fresh concrete 1 test/ transit mixer 0 0 0 0 0 0 0 0 0 0 0 016

M 15 PCC(40 mm) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0M 15 PCC 315.5 82.75 398.25 285 285 0 285 102 102 0 102 387 387 0 387M 20 PCC 20.5 0 20.5 12 12 0 12 0 0 0 0 12 12 0 12M 20 (KERB) 1161 198.5 1359.5 402 402 0 402 102 102 0 102 504 504 0 504M 25 RCC 1616.9 173 1789.9 657 657 0 657 120 120 0 120 777 777 0 777M 30 RCC 109 17.5 126.5 60 60 0 60 9 9 0 9 69 69 0 69M 35 RCC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0M 40 RCC 71.8 7 78.8 114 114 0 114 12 12 0 12 126 126 0 126

Strength of Concrete1 set per 1-5 cum, 2 setper 6-15 cum, 3 set per16-30 cum, 4 set per 31-

50 cum, 51 cum andabove 4 set plus 1 set per

every 50 cum


1 test/lot

Quality of Course and fine Aggregate

46

APPENDIX- G

ROAD PROGRESS BARCHART

47

Client:- National Highway Authority of India (NHAI) Concessionaire:- Moradabad Bareilly Expressway Limited Developer:- M/S IL&FS Transportation Networks Ltd. (ITNL)

Name of Contractor:- 1. M/s. RAMKY Infrastructure Ltd. (Km 148 to 190 and all Major structures of Project highway) 2. M/S GR Infraprojects Ltd. (Km 190 to Km 236.5) 3. M/s. APCO Infratech Ltd. (Km 236.5 to Km 262) Period: As on 31st August'2015

BC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1DBM- TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1DBM-1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1WMM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1GSB 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1SG 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Progress Status

148.

000

148.

100

148.

200

148.

300

148.

400

148.

500

148.

600

148.

700

148.

800

148.

900

149.

000

149.

100

149.

200

149.

300

149.

400

149.

500

149.

600

149.

700

149.

800

149.

900

150.

000

150.

100

150.

200

150.

300

150.

400

150.

500

150.

600

150.

700

150.

800

150.

900

151.

000

151.

100

151.

200

151.

300

151.

400

151.

500

151.

600

151.

700

151.

800

151.

900

152.

000

152.

100

152.

200

152.

300

152.

400

152.

500

152.

600

152.

700

152.

800

152.

900

153.

000

153.

100

153.

200

153.

300

153.

400

153.

500

153.

600

153.

700

153.

800

153.

900

154.

000

154.

100

154.

200

154.

300

154.

400

154.

500

154.

600

154.

700

154.

800

154.

900

155.

000

155.

100

155.

200

155.

300

155.

400

155.

500

155.

600

155.

700

155.

800

155.

900

156.

000

156.

100

156.

200

156.

300

156.

400

156.

500

156.

600

156.

700

156.

800

156.

900

157.

000

157.

100

157.

200

157.

300

157.

400

157.

500

157.

600

157.

700

157.

800

157.

900

158.

000

Progress Status

EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM-1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM-TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

BC

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1

158.

100

158.

200

158.

300

158.

400

158.

500

158.

600

158.

700

158.

800

158.

900

159.

000

159.

100

159.

200

159.

300

159.

400

159.

500

159.

600

159.

700

159.

800

159.

900

160.

000

160.

100

160.

200

160.

300

160.

400

160.

500

160.

600

160.

700

160.

800

160.

900

161.

000

161.

100

161.

200

161.

300

161.

400

161.

500

161.

600

161.

700

161.

800

161.

900

162.

000

162.

100

162.

200

162.

300

162.

400

162.

500

162.

600

162.

700

162.

800

162.

900

163.

000

163.

100

163.

200

163.

300

163.

400

163.

500

163.

600

163.

700

163.

800

163.

900

164.

000

164.

100

164.

200

164.

300

164.

400

164.

500

164.

600

164.

700

164.

800

164.

900

165.

000

165.

100

165.

200

165.

300

165.

400

165.

500

165.

600

165.

700

165.

800

165.

900

166.

000

166.

100

166.

200

166.

300

166.

400

166.

500

166.

600

166.

700

166.

800

166.

900

167.

000

167.

100

167.

200

167.

300

167.

400

167.

500

167.

600

167.

700

167.

800

167.

900

168.

000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SERVICE ROAD

Ram

Gan

ga R

iver

HPC1

54+8

90

HPC1

53+4

83

HPC1

51+0

05

DBM-1DBM- TOP

BCSERVICE ROAD N/A

HPC1

55+6

20

HPC1

52+5

28

SERVICE ROAD

PUP

148+

790

PUP

148+

790

HPC1

52+8

70

PUP

153+

206

HPC1

50+8

30

HPC1

51+0

05

HPC1

51+7

60

HPC1

49+3

20

HPC1

50+2

30

HPC1

49+6

30

MAIN CARRIAGE WAYCHAINAGE (KM)

GSB

SG

N/A

ROB

159+

772

Ram

Gan

ga R

iver

HPC1

50+2

30

HPC1

65+7

89

HPC1

65+4

00 ,

ROB

165+

402

MJB

161

+348

(RAM

GAN

GA)

HPC1

60+5

05 ,P

UP(

160+

525)

HPC1

65+4

00 ,

ROB

165+

402

N/A

MJB

161

+348

(RAM

GAN

GA)

Ram

Gan

ga R

iver

Ram

Gan

ga R

iver

B C

166+

600,

166+

635

Box

Cul.

163+

680

Box

Cul.

163+

680

HPC1

64+0

30,1

64+0

90 ,

PUP

(164

+046

)

PUP

162

+800

Ram

Gan

ga R

iver

BC15

6+80

0,HP

C156

+790

HPC1

64+0

30,1

64+0

90 ,P

UP(

164+

046)

HPC1

56+2

25,1

56+2

60HP

C166

+170

BC 1

66+6

00,1

66+6

35

HPC1

66+1

70

HPC1

65+7

89HP

C155

+620

HPC1

52+5

28

HPC1

52+8

70

PUP

153+

206

HPC1

53+4

83

PUP

162

+800

N/A

N/A

HPC1

58+3

75

HPC1

60+5

40

HPC1

57+1

00

MJB

157

+760

(GAG

AN)

HPC1

57+0

60 ,P

UP1

57+0

75

HPC1

55+5

85

LHS

HPC1

51+7

60


PUP

148+

790

HPC1

49+0

70

HPC1

54+5

15

PUP

'156

+238

Box

Cul.

156+

800

HPC1

57+0

60 ,

PUP

HPC1

57+1

00

MJB

157

+760

(GAG

AN)

HPC1

54+8

90

PUP

'156

+238

EMBANKMENT SG

DBM-1 DBM -TOP BC

Consultant :- Louis Berger Group, Inc.

L.A. Problem

No Work L. Avail.

LHS

HPC1

48+6

70

RHS

PUP

158+

400

HPC1

48+6

70

N/A

WMM - II

GSB

HPC1

56+2

25,1

56+2

60

HPC1

55+5

85

HPC1

53+8

89

HPC1

54+5

15

SERVICE ROAD

Existing Road

HPC1

49+6

30

HPC1

53+8

89

HPC1

50+8

30

HPC1

49+3

20

EMBANKMENT

PUP

160

+116

HPC1

60+5

05 ,P

UP(

160+

525)

RHS

Progress Status

HPC1

58+3

75

BC

DBM- TOP

PUP

158+

400

HPC1

58+4

22EMBANKMENT

GSB

Progress Status

WMM

MN

B 15

9+48

0 (K

ARU

LA)

HPC1

60+5

40

DBM-1

SG

WMM

PUP

160

+116

HPC1

58+4

22

HPC1

58+7

95

HPC1

59+0

85

PUP

159+

432

HPC1

58+7

95

HPC1

59+0

85

MN

B 15

9+48

0 (K

ARU

LA)

PUP

159+

432

ROB

159+

772

48

SERVICE ROAD

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 41 41 41 41 41 41 41 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

168.

100

168.

200

168.

300

168.

400

168.

500

168.

600

168.

700

168.

800

168.

900

169.

000

169.

100

169.

200

169.

300

169.

400

169.

500

169.

600

169.

700

169.

800

169.

900

170.

000

170.

100

170.

200

170.

300

170.

400

170.

500

170.

600

170.

700

170.

800

170.

900

171.

000

171.

100

171.

200

171.

300

171.

400

171.

500

171.

600

171.

700

171.

800

171.

900

172.

000

172.

100

172.

200

172.

300

172.

400

172.

500

172.

600

172.

700

172.

800

172.

900

173.

000

173.

100

173.

200

173.

300

173.

400

173.

500

173.

600

173.

700

173.

800

173.

900

174.

000

174.

100

174.

200

174.

300

174.

400

174.

500

174.

600

174.

700

174.

800

174.

900

175.

000

175.

100

175.

200

175.

300

175.

400

175.

500

175.

600

175.

700

175.

800

175.

900

176.

000

176.

100

176.

200

176.

300

176.

400

176.

500

176.

600

176.

700

176.

800

176.

900

177.

000

177.

100

177.

200

177.

300

177.

400

177.

500

177.

600

177.

700

177.

800

177.

900

178.

000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 3 4 5 6 7 8 9 10 10 10 10 10 10 10 10 10 1 1 1 1 1 1

SERVICE ROAD

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

0.00

00.

100

0.20

00.

300

0.40

00.

500

0.60

00.

700

0.80

00.

900

1.00

01.

100

1.20

01.

300

1.40

01.

500

1.60

01.

700

1.80

01.

900

2.00

02.

100

2.20

02.

300

2.40

02.

500

2.60

02.

700

2.80

02.

900

3.00

03.

100

3.20

03.

300

3.40

03.

500

3.60

03.

700

3.80

03.

900

4.00

04.

100

4.20

04.

300

4.40

04.

500

4.60

04.

700

4.80

04.

900

5.00

05.

100

5.20

05.

300

5.40

05.

500

5.60

05.

700

5.80

05.

900

6.00

06.

100

6.20

06.

300

6.40

06.

500

6.60

06.

700

6.80

06.

900

7.00

0

178.

100

178.

200

178.

300

178.

400

178.

500

178.

600

178.

700

178.

800

178.

900

179.

000

179.

100

179.

200

179.

300

179.

400

179.

500

179.

600

179.

700

179.

800

179.

900

180.

000

180.

100

180.

200

180.

300

180.

400

180.

500

180.

600

180.

700

180.

800

180.

900

181.

000

181.

100

181.

200

181.

300

181.

400

181.

500

181.

600

181.

700

181.

800

181.

900

182.

000

182.

100

182.

200

182.

300

182.

400

182.

500

182.

600

182.

700

182.

800

182.

900

183.

000

183.

100

183.

200

183.

300

183.

400

183.

500

183.

600

183.

700

183.

800

183.

900

184.

000

184.

100

184.

200

184.

300

184.

400

184.

500

184.

600

184.

700

184.

800

184.

900

185.

000

185.

100

185.

200

185.

300

185.

400

185.

500

185.

600

185.

700

185.

800

185.

900

186.

000

186.

100

186.

200

186.

300

186.

400

186.

500

186.

600

186.

700

186.

800

186.

900

187.

000

187.

100

187.

200

187.

300

187.

400

187.

500

187.

600

187.

700

187.

800

187.

900

188.

000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SERVICE ROAD

LHS

HPC1

71+8

95

VUP

175+

200,

BC

Box

Cul.

174+

590

VUP

169+

225

HPC1

76+9

27

DBM-1WMM

PUP

172

+462

Box

Cul.

176+

670

Box

Cul.

185+

730

N/A

Box

Cul.

187+

125

Box

Cul.

186+

675

Box

Cul.

182+

500

N/A

Arch

Cul

. (ch

: 2+8

48) R

etai

n

Box

Cul.

183+

328

PNC ROB (Notin Our Scope)

MJB

180

+740

(KO

SHI)

N/A

Box

Cul.

186+

398

Box

Cul.

184+

475

Box

Cul.

184+

750

Slab

Cul

. (ch

: 4+1

42) R

etai

n

Slab

Cul

. (ch

: 4+9

74) R

etai

n

VUP

185+

700

HPC1

76+9

27

DBM- TOPDBM-1

WMM

Progress Status MN

B 17

8+24

0

HPC1

71+8

95

N/A

PNC ROB (Notin Our Scope)

SG

HPC1

77+3

52

N/A

Box

Cul.

172+

450

HPC1

77+3

52

Box

Cul.

N/A

Min

or B

ridge

(ch:

4+3

71) R

etai

n

BC17

3+96

3,17

3+96

0

Box

Cul.

174+

260

Box

Cul.

174+

590

PUP

172

+462

HPC1

73+7

93

VUP

175+

200,

BC

Box

Cul.

174+

260

BC17

3+96

3,17

3+96

0

Box

Cul.

172+

690

BC

GSB

Box

Cul.

169+

785

Box

Cul.

171+

265


Box

Cul.

172+

690

SGEMBANKMENT

Progress Status

N/A

MJB

168

+475

(REJ

EHDA

)

DBM-1

HPC1

73+7

93


Rampur City

BC

WMM

GSB

N/A

EMBANKMENT

MJB

180

+740

(KO

SHI)

RHS

BC

GSB

DBM-1

RHS

Progress Status

GSB

EMBANKMENT

WMM

LHS

DBM- TOPBC

Box

Cul.

169+

785

Grav

e Ya

rd

VUP

169+

225

Progress Status

SG

Box

Cul.

172+

450

Box

Cul.

171+

265

Box

Cul.

171+

500

Box

Cul.

171+

500

ROB

(CH:

0+7

66)

Box

Cul.

181+

125

N/A

Arch

Cul

. (ch

: 1+8

12) R

etai

n

NA

MJB

168

+475

(REJ

EHDA

)DBM- TOP

N/A

N/A

EMBANKMENTSG

SERVICE ROAD

DBM- TOP


Rampur City Section Start

MN

B 17

8+24

0

49

SERVICE ROAD 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

7.10

07.

200

7.30

07.

400

7.50

07.

600

7.70

07.

800

7.90

08.

000

8.10

08.

200

8.30

08.

400

8.50

08.

600

188.

100

188.

200

188.

300

188.

400

188.

500

188.

600

188.

700

188.

800

188.

900

189.

000

189.

100

189.

200

189.

300

189.

400

189.

500

189.

600

189.

700

189.

800

189.

900

190.

000

190.

100

190.

200

190.

300

190.

400

190.

500

190.

600

190.

700

190.

800

190.

900

191.

000

191.

100

191.

200

191.

300

191.

400

191.

500

191.

600

191.

700

191.

800

191.

900

192.

000

192.

100

192.

200

192.

300

192.

400

192.

500

192.

600

192.

700

192.

800

192.

900

193.

000

193.

100

193.

200

193.

300

193.

400

193.

500

193.

600

193.

700

193.

800

193.

900

194.

000

194.

100

194.

200

194.

300

194.

400

194.

500

194.

600

194.

700

194.

800

194.

900

195.

000

195.

100

195.

200

195.

300

195.

400

195.

500

195.

600

195.

700

195.

800

195.

900

196.

000

196.

100

196.

200

196.

300

196.

400

196.

500

196.

600

196.

700

196.

800

196.

900

197.

000

197.

100

197.

200

197.

300

197.

400

197.

500

197.

600

197.

700

197.

800

197.

900

198.

000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

N1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SERVICE ROAD 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

198.

100

198.

200

198.

300

198.

400

198.

500

198.

600

198.

700

198.

800

198.

900

199.

000

199.

100

199.

200

199.

300

199.

400

199.

500

199.

600

199.

700

199.

800

199.

900

200.

000

200.

100

200.

200

200.

300

200.

400

200.

500

200.

600

200.

700

200.

800

200.

900

201.

000

201.

100

201.

200

201.

300

201.

400

201.

500

201.

600

201.

700

201.

800

201.

900

202.

000

202.

100

202.

200

202.

300

202.

400

202.

500

202.

600

202.

700

202.

800

202.

900

203.

000

203.

100

203.

200

203.

300

203.

400

203.

500

203.

600

203.

700

203.

800

203.

900

204.

000

204.

100

204.

200

204.

300

204.

400

204.

500

204.

600

204.

700

204.

800

204.

900

205.

000

205.

100

205.

200

205.

300

205.

400

205.

500

205.

600

205.

700

205.

800

205.

900

206.

000

206.

100

206.

200

206.

300

206.

400

206.

500

206.

600

206.

700

206.

800

206.

900

207.

000

207.

100

207.

200

207.

300

207.

400

207.

500

207.

600

207.

700

207.

800

207.

900

208.

000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 11 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SERVICE ROAD 1 1 1 1 1 1 1 1 1 1 1 1N/A

WMMRHS

RHS

BC

GSB

ROB

189+

138

DBM-1


EMBANKMENT

DBM-1


GSB

Progress Status

EMBANKMENT

SG

WMM

BC19

0+19

2,19

0+15

7Bo

x Cu

l. 19

0+02

0

EMBANKMENT

Box

Cul.

200+

432

GSB

Progress Status

Box

Cul.

205+

867

Box

Cul.

206+

528

Box

Cul.

205+

867

Box

Cul.

204+

512

VUP

207+

700

N/A

Box

Cul.

204+

227

Box

Cul.

206+

528

VUP

207+

700

Box

Cul.

205+

336

Box

Cul.

204+

227

Box

Cul.

205+

336

N/A

Box

Cul.

204+

512

DBM- TOP

BC

SG

WMM

DBM-1

SG

DBM- TOP

Box

Cul.

200+

432

N/A

N/A

Box

Cul.

195+

426

VUP

197+

115

VUP

190+

393

Box

Cul.

190+

586

Box

Cul.

191+

587

VUP

192+

057

Box

Cul.

194+

923

Box

Cul.

193+

011

Box

Cul.

194+

300

SG

EMBANKMENT

BC

BC19

0+19

2,19

0+15

7


Rampur City

Box

Cul.

190+

586

GSB

Box

Cul.

190+

000

N/A

Box

Cul.

196+

432

Box

Cul.

196+

980

Rampur City Section End

Box

Cul.

196+

980

Box

Cul.

191+

587

N/A

Box

Cul.

195+

426

N/A

Box

Cul.

196+

432

Box

Cul.

188+

600

Box

Cul.

190+

000

Box

Cul.

190+

020

Slab

Cul

. (ch

: 7+7

46) R

etai

n

N/A

Box

Cul.

194+

300

VUP

197+

115

Box

Cul.

194+

923

BC

N/A

LHS

LHS

Progress Status

DBM- TOP

DBM- TOP

SERVICE ROAD

Progress StatusVU

P 19

2+05

7

VUP

190+

393

Box

Cul.

193+

011

WMM

DBM-1

50

SERVICE ROAD 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

208.

100

208.

200

208.

300

208.

400

208.

500

208.

600

208.

700

208.

800

208.

900

209.

000

209.

100

209.

200

209.

300

209.

400

209.

500

209.

600

209.

700

209.

800

209.

900

210.

000

210.

100

210.

200

210.

300

210.

400

210.

500

210.

600

210.

700

210.

800

210.

900

211.

000

211.

100

211.

200

211.

300

211.

400

211.

500

211.

600

211.

700

211.

800

211.

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213.

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1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

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1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SERVICE ROAD 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SERVICE ROAD 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

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226.

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1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

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1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SERVICE ROAD

ROB

216+

695

PUP

209+

600

DBM- TOP

Progress Status

DBM- TOP

SG

DBM-1


SG

DBM-1

SG

Progress Status

GSB

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RHS

LHS WMM

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Box

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311

Box

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219+

572

Box

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857

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Box

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221+

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EMBANKMENT

GSB

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N/A

DBM- TOPBC

BC

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VUP

224+

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MJB

226

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Box

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220+

674

Box

Cul.

218+

600

Progress Status

VUP

224+

860

Box

Cul.

220+

674

MJB

222

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Box

Cul.

223+

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GSB

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PUP

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VUP

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VUP

217+

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Box

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224+

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Pipe

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Pipe

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PUP

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EMBANKMENT Pipe

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Progress Status

DBM- TOP

N/A

PUP

209+

600

SG PUP

217+

400

PUP

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100

Pipe

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Box

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PUP

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Box

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216+

530

ROB

216+

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PUP

217+

820,

VUP

217+

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VUP

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RHS

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PUP

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MN

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5+57

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URI

CAN

AL)

Pipe

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Box

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530

Box

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526

Box

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Box

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URI

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SERVICE ROAD

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

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1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

41 41 41 41 41 1 41 41 41 41 41 41 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

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1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SERVICE ROAD

SERVICE ROAD

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # 1 1 1 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

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SERVICE ROAD

PUP

245

+870

Box

Cul.

232+

200

SG

MN

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6+33

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HAN

KA)

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PUP

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Progress Status

SG

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EMBANKMENT

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Box

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PQC

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Box

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250

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ROB

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900

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620

Box

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GSB

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Box

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ROB

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247+

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238+

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Box

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PUP

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900

Progress Status

DBM- TOP

EMBANKMENT

WMM

N/A

MN

B 23

4+81

2

Box

Cul.

233+

375

Box

Cul.

234+

338

MN

B 23

4+81

2

Box

Cul.

236+

713

Box

Cul.

233+

375

Box

Cul.

238+

000

Box

Cul.

234+

338

Box

Cul.

234+

620

RHS

MN

B 23

1+45

0

PUP

232+

290

MN

B 23

1+45

0

N/A

Box

Cul.

232+

700

Pipe

Cul

. 23o

+676

Box

Cul.

231+

250

Box

Cul.

231+

800

VUP

232+

918

Progress StatusM

NB

228+

400

( Box

Typ

e)

Box

Cul.

228+

789

Box

Cul.

229+

970

DBM-1

52

SERVICE ROAD

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 124

8.10

024

8.20

024

8.30

024

8.40

024

8.50

024

8.60

024

8.70

024

8.80

024

8.90

024

9.00

024

9.10

024

9.20

024

9.30

024

9.40

024

9.50

024

9.60

024

9.70

024

9.80

024

9.90

025

0.00

025

0.10

025

0.20

025

0.30

025

0.40

025

0.50

025

0.60

025

0.70

025

0.80

025

0.90

025

1.00

025

1.10

025

1.20

025

1.30

025

1.40

025

1.50

025

1.60

025

1.70

025

1.80

025

1.90

025

2.00

025

2.10

025

2.20

025

2.30

025

2.40

025

2.50

025

2.60

025

2.70

025

2.80

025

2.90

025

3.00

025

3.10

025

3.20

025

3.30

025

3.40

025

3.50

025

3.60

025

3.70

025

3.80

025

3.90

025

4.00

025

4.10

025

4.20

025

4.30

025

4.40

025

4.50

025

4.60

025

4.70

025

4.80

025

4.90

025

5.00

025

5.10

025

5.20

025

5.30

025

5.40

025

5.50

025

5.60

025

5.70

025

5.80

025

5.90

025

6.00

025

6.10

025

6.20

025

6.30

025

6.40

025

6.50

025

6.60

025

6.70

025

6.80

025

6.90

025

7.00

025

7.10

025

7.20

025

7.30

025

7.40

025

7.50

025

7.60

025

7.70

025

7.80

025

7.90

025

8.00

0

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

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1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

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258.

100

258.

200

258.

300

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400

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500

258.

600

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700

258.

800

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900

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259.

100

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200

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300

259.

400

259.

500

259.

600

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700

259.

800

259.

900

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000

260.

100

260.

200

260.

300

260.

400

260.

500

260.

600

260.

700

260.

800

260.

900

261.

000

261.

100

261.

200

261.

300

261.

400

261.

500

261.

600

261.

700

261.

800

261.

900

262.

000

262.

100

262.

200

262.

300

262.

400

262.

500

262.

600

262.

700

262.

800

262.

900

263.

000

263.

100

263.

200

263.

300

263.

400

263.

500

263.

600

263.

700

263.

800

263.

900

264.

000

264.

100

264.

200

264.

300

264.

400

264.

500

264.

600

264.

700

264.

800

264.

900

265.

000

265.

100

265.

200

265.

300

265.

400

265.

500

265.

600

265.

700

265.

800

265.

900

266.

000

266.

100

266.

200

266.

300

266.

400

266.

500

266.

600

266.

700

266.

800

266.

900

267.

000

267.

100

267.

200

267.

300

267.

400

267.

500

267.

600

267.

700

267.

800

267.

900

268.

000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

BC

VUP

248+

100

Box

Cul.

259+

040

Box

Cul.

263+

294

LHS

DBM- TOP

RHS

DBM-1

WMM

SERVICE ROAD

SERVICE ROAD

BC

Box

Cul.

258+

650

Box

Cul.

259+

040

Progress Status

N/A

SERVICE ROAD

DBM- TOP


N/A

N/A

GSBLHS

SG

EMBANKMENT

Box

Cul.

262+

050

WMM

GSB

EMBANKMENT

Progress Status

SG

DBM-1

Progress Status

WMM

N/A

GSB

DBM-1

Box

Cul.

263+

294

Box

Cul.

250+

750

Box

Cul.

252+

600

MJB

251

+648

(NAK

ATI R

IVER

)

Box

Cul.

248+

850

VUP

262+

587

Box

Cul.

259+

450

MN

B 26

0+50

0

Box

Cul.

254+

507

Grad

e Se

para

tor i

n pr

ogre

ss

Box

Cul.

252+

500

MJB

251

+648

(NAK

ATI R

IVER

)

Box

Cul.

252+

500

Box

Cul.

259+

450

DBM- TOP

RHS

Box

Cul.

258+

650

Box

Cul.

265+

500

N/A

Box

Cul.

253+

300

MN

B 26

8+00

0

Box

Cul.

264+

500

Box

Cul.

263+

960

Box

Cul.

264+

500

Box

Cul.

252+

600

WMM

Box

Cul.

249+

750

N/A

Box

Cul.

266+

775

Box

Cul.

265+

975

Box

Cul.

265+

500

Box

Cul.

263+

450

Box

Cul.

263+

960

Box

Cul.

266+

775

BC

SERVICE ROAD

Box

Cul.

257+

500

Box

Cul.

255+

500

Box

Cul.

256+

500

Box

Cul.

255+

500

Box

Cul.

256+

500

Box

Cul.

257+

500

MN

B 26

0+50

0

Box

Cul.

260+

750

Box

Cul.

254+

507

N/A

Box

Cul.

265+

975

Box

Cul.

260+

750

Box

Cul.

263+

450

Box

Cul.

262+

050

VUP

262+

587

MN

B 26

8+00

0

DBM-1

SG

Progress Status


EMBANKMENT

GSB

Box

Cul.

250+

750

Box

Cul.

253+

300

EMBANKMENT

Box

Cul.

249+

750

BC

SGVU

P 24

8+10

0

Box

Cul.

248+

850

DBM- TOP

N/A

Grad

e Se

para

tor i

n pr

ogre

ss

53

1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1

268.

100

268.

200

268.

300

268.

400

268.

500

268.

600

268.

700

268.

800

268.

900

269.

000

269.

100

269.

200

269.

300

269.

370

1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1

DBM-1

WMM

GSB

DBM- TOP

GSB

WMM

DBM-1

Progress Status

END

OF

PRO

JECTProgress Status

EMBANKMENT

N/A

BC

N/A

SG

SG

SERVICE ROAD

LHS

RHS

SERVICE ROAD


EMBANKMENT

BC

DBM- TOP

54

APPENDIX- H

MAN POWERDEPOYMENT

55

S.No. Posotion Name

1 Team Leader Mr. Neerava Kumar

2 Sr. Bridge Design Engineer Mr. P. S. Tyagi

3 Financial Expert Mr. P.K.Lakhani4 Legal Expert Mr. Raj kumar Rajvanshi5 Road Safety Expert Mr. Brindaban Samnta

6 Survey Engineer Mr. Ramdutt7 Asstt. Highway Engineer I Mr. Suresh Kumar8 Environment Engineer Mr. D. K. Pandey9 Asstt. Bridge Engineer I Mr. Naresh Kumar

10 Asstt. Quality Material Engineer II Mr. B. S.Rajput11 Electrical Engineer Mr. V. K.Jain12 HTMS/Toll Expert Mr. Saurabh Sondhi

13 Accountant Mr. Sushil Kumar14 Computer Operator Mr. Vipul Vishnoi15 Survey Helper Miss. Prachi Bhatnagar16 Survey Helper Miss. Shweta Gumber17 Survey Helper Mr. Snover Peeter18 Pohotocopy Machine Operator Mr. Mehar Singh19 Guard Mr. Jitendra Sharma20 Office Boy Mr. Akhilesh Kumar

SUB- PROFESSIONAL STAFF

KEY PROFESSIONAL STAFF

List of Manpower of Louis Berger Consulting Pvt. Ltd.

Support Staff

56

APPENDIX- I

ORGANIZATIONCHART

57

APENDIX - IOrganisation Chart

The Louis Berger Group Independent Engieneer (Moradabad Project)

Team Leader

Survey EngineerAsst. Highway Engineer Asst. Bridge Structural Engr.

Asst. Quality cum MaterialEngineer

Short Term Professionals

* Sr. Bridge Design Engineer* Financial Expert* Legal Expert* Safety Expert* HTMS/Toll Expert* Environmental Engineer* Electrial Engineer

AccountantPhotocopyMachineOperator

ComputerOperator

Security Guard Office Boy

Support Staff

SurveyHelper03 Nos.

58

APPENDIX- J

WEATHER REPORT

59

Max. ( oC) Min. ( oC)26.07.15 26.80 37.50 36 60.0027.07.15 27.20 37.80 32 61.0028.07.15 27.40 37.90 30 64.0029.07.15 27.50 38.20 37 58.0030.07.15 27.60 39.40 32 61.0031.07.15 25.70 37.90 4 39 68.0001.08.15 24.60 35.20 8 49 68.0002.08.15 25.30 36.40 47 65.0003.08.15 25.80 36.20 41 62.0004.08.15 25.70 35.70 38 56.0005.08.15 25.30 34.50 41 59.0006.08.15 24.90 33.30 43 62.0007.08.15 24.70 32.40 2.00 58 76.0008.08.15 24.60 32.70 52 62.0009.08.15 25.30 33.90 47 58.0010.08.15 24.30 32.40 17.00 59 76.0011.08.15 24.60 32.90 51 68.0012.08.15 24.90 33.20 46 57.0013.08.15 25.40 33.70 42 56.0014.08.15 25.70 33.90 37 52.0015.08.15 24.20 32.10 24 62 78.0016.08.15 24.10 32.40 2 60 75.0017.08.15 24.60 33.10 3 62 71.0018.08.15 22.70 33.40 60 74.0019.08.15 23.20 33.70 52 69.0020.08.15 24.30 33.90 50 68.0021.08.15 24.10 33.50 28 48 79.0022.08.15 23.70 32.80 15 56 77.0023.08.15 24.40 33.60 50 68.0024.08.15 25.20 34.40 52 64.0025.08.15 25.40 34.70 42 58.00

Appendix-J

WEATHER REPORT (Bareilly)

DateTemparature

Rain fall (mm) Humidity (%) Weather

Aug-15

Page 1 of 160

APPENDIX -K

X- SECTION

61

APPENDIX- L

NCR

63

SL .No NCR NO NCR DATE OPEN . LETTER NO DESCRIPTION OF NON-CONFORMANCE CHAINAGE STATUS CLOSE DATE CLOSE .LETTER NO CATEGORY

1 NCR No.051 7.09.2011 BQ 261/IC-MBEL/NH-24/2011/10253

DBM Top Layer cracked at variouslocations km 149+000 to 154+500 Closed 15.02.2012 BQ261/IC-MBEL/NH-

24/2012/10511 Highway


New pavement badly damagedduring rain

km 149+670 R/S, 153+206R/S, 155+720 R/S Closed 15.02.2012 BQ261/IC-MBEL/NH-

24/2012/10511 Highway

3 NCR No.053 7.09.2011 BQ 261/IC-MBEL/NH-24/2011/10253 Kerb not properly done km 163+000 to 165+000 LHS Closed 15.02.2012 BQ261/IC-MBEL/NH-

24/2012/10511 Highway

4 NCR No.054 6.09.2011 BQ 261/IC-MBEL/NH-24/2011/10254 Debris spread in median km 155+600 to 155+800 Closed 15.02.2012 BQ261/IC-MBEL/NH-

24/2012/10511 Highway


Debris and part of old carriageway inmedian covered by soll km 158+400 to 158+680 Closed 15.02.2012 BQ261/IC-MBEL/NH-

24/2012/10511 Highway


Girder no. 1 anchor cone punchendduring stressing of cable no.4 Major bridge at km 159+465 Closed 15.02.2012 BQ261/IC-MBEL/NH-

24/2012/10511 Bridge


Finishing repair work not as perspecification km190+363, 192+057 Closed 08.05.2012 BQ261/IC-MBEL/NH-

24/2012/10634 Bridge

8 NCR No.056 24.11.2011 BQ 261/IC-MBEL/NH-24/2011/10378 Segregation in drain wall km 190+510 to 190+540 RHS Closed 15.02.2012 BQ261/IC-MBEL/NH-

24/2012/10511 Highway

9 NCPN NO.001 20.12.2011 BQ 261/IC-MBEL/NH-24/2011/10412

Diverrsion without Appropriate SafetyMeasures km 150.500 Closed 16.02.2012 BQ261/IC-MBEL/NH-

24/2012/10512 Material


Delineators are of poor quality andribbon is not maintained km 155.200 Closed 16.02.2012 BQ261/IC-MBEL/NH-

24/2012/10512 Material


Metal beam barrier is at the edge ofpaved shoulder km 155.900 Closed 16.02.2012 BQ261/IC-MBEL/NH-

24/2012/10512 Material


Inadequate sign boards at narrowroad ahead at bridge approach km 159.800 Closed 16.02.2012 BQ261/IC-MBEL/NH-

24/2012/10512 Material


Soil stalked at the edge ofcarriageway without safett measures km 165.680 Closed 16.02.2012 BQ261/IC-MBEL/NH-

24/2012/10512 Material


Construction vehicle is workingwithout adequate safety and

workforce without helmet and shoeskm 170 Closed 21.02.2012 BQ261/IC-MBEL/NH-

24/2012/10514 Material


Surveyor working in the mainlinewithout PPEs and safety measures Closed 21.02.2012 BQ261/IC-MBEL/NH-

24/2012/10514 Material


Embankement filling in progressplacing only sand without

retroreflective tapekm 174.1 Closed 16.02.2012 BQ261/IC-MBEL/NH-

24/2012/10512 Material


water pool at the edge of mainlinewith very poor safety measures km 178 Closed 21.02.2012 BQ261/IC-MBEL/NH-

24/2012/10514 Material


Approach of River Koshi withembankment height more than 5m

without safety measureskm 181.000 Closed 6.03.2012 BQ261/IC-MBEL/NH-

24/2012/10512 Material


poorly maintained delieators andsatin ribbon km 182.000 Closed 21.02.2012 BQ261/IC-MBEL/NH-

24/2012/10514 Material


Diversion without advance signboards and other sign boards km 174.2 Closed 21.02.2012 BQ261/IC-MBEL/NH-

24/2012/10514 Material

MORADABAD BAREILLY PROJECT NH-24

STATUS OF NCR

64


Diversion without advance signboards and other sign boards km 192.800 Closed 21.02.2012 BQ261/IC-MBEL/NH-

24/2012/10514 Material


Grading in progress on live roadwithout adequate safety measures,flagman has only one cone and no

helmet and shoes

km 192.150 Closed 21.02.2012 BQ261/IC-MBEL/NH-24/2012/10514 Material

23 NCR NO.057 27.12.2011 BQ 261/IC-MBEL/NH-24/2011/10421 For backfilling in road work km. 190+000 to191 +140

191+600 to 192+500 Closed 15.02.2012 BQ261/IC-MBEL/NH-24/2012/10508 Highway

24 NCR NO.002 3.02.2012 BQ 261/IC-MBEL/NH-24/2012/10485 Obeservation during the joint visit 178+280 to 178+700,

178+000 to 178+100 Closed 08.05.2012 BQ261/IC-MBEL/NH-24/2012/10634 Highway


NCR- safety as per ConcessionAgreement schedule L. 166+900 Closed 08.05.2012 BQ261/IC-MBEL/NH-

24/2012/10634 Safety



24/2012/10634 Safety



24/2012/10634 Safety

28 NCR NO.M003 21.02.2012 BQ 261/IC-MBEL/NH-24/2012/10515 DBM top layer Relaying 227+140 to 228+000 Closed 5.05.2012 BQ261/IC-MBEL/NH-

24/2012/10624 Highway

29 NCR NO.M004 21.02.2012 BQ 261/IC-MBEL/NH-24/2012/10515 GSB to be remarked 228+780 to 229+120 Closed 5.05.2012 BQ261/IC-MBEL/NH-

24/2012/10624 Highway

30 NCR NO.058 05.03.2012 BQ 261/IC-MBEL/NH-24/2012/10533

B.C. Surface are slipped anddamaged 149+000 to 154+500 Closed 08.05.2012 BQ261/IC-MBEL/NH-

24/2012/10634 Highway


MATERIALS ARE LYINGHAPHAZARLY CAUSING SAFETY

RISKBridge Structutre Closed 08.05.2012 BQ261/IC-MBEL/NH-

24/2012/10634 Material


Work force without PPEs at bridgestructure location Bridge Structutre Closed 08.05.2012 BQ261/IC-MBEL/NH-

24/2012/10634 Safety

33 NCR NO.005 12.04.2012 BQ 261/IC-MBEL/NH-24/2012/10581 GSB Segregation & Kerb Casting 181+450 -181+550 to

175+600 - 175+900 closed 30.07.2012 BQ261/IC-MBEL/NH-24/2012/10788 Highway

34 NCR NO.006 3.05.2012 BQ 261/IC-MBEL/NH-24/2012/10623 Sleepage of DBM 194+000 to 195+000 Closed 31.05.2012 BQ261/IC-MBEL/NH-

24/2012/10686 Highway

35 NCR NO.059 3.05.2012 BQ 261/IC-MBEL/NH-24/2012/10623 D.B.M at surface RHS NCW 163+320 Closed 31.05.2012 BQ261/IC-MBEL/NH-

24/2012/10686 Highway

36 NCR NO.060 12.05.2012 BQ 261/IC-MBEL/NH-24/2012/10644 Regarding disposal of waste material 7+850 to 8+150 Closed 22.08.2013 BQ261/IC-MBEL/NH-

24/2013/101446 Highway


For remove scrap material frommedian and shoulder site

150+160, 150+800 to151+100 & 153+700 to

154+200Closed 29.06.2012 BQ261/IC-MBEL/NH-

24/2012/10728 Highway


finishing & repair works are notaccordance with the specifications. 225+575 Closed 26.09.2014 BQ261/IC/MBEL/NH-

24/2014/101934 Bridge



24/2014/101934 Bridge



24/2014/101934 Bridge


For finishing of work atPUP/Retaing wall 224+775 to 224+800 Closed 26.09.2014 BQ261/IC/MBEL/NH-

24/2014/101934 Bridge

42 NCR NO.109 16.06.2012 BQ 261/IC-MBEL/NH-24/2012/10706 For finishing of work at VUP 197+115 Closed 26.09.2014 BQ261/IC/MBEL/NH-

24/2014/101934 Bridge


For finishing of work atBOX Culvert 189+629 Closed 26.09.2014 BQ261/IC/MBEL/NH-

24/2014/101939 Bridge

44 NCR NO. 110 3.07.2012 BQ 261/IC-MBEL/NH-24/2012/10732

For finishing of work atShanka Nala 236+938 Closed 26.09.2014 BQ261/IC/MBEL/NH-

24/2014/101939 Bridge65

45 NCR NO. 112 03.07.2012 BQ 261/IC-MBEL/NH-24/2012/10732

For finishing of work atRamganga S4-vertical beam 161+348 Closed 26.09.2014 BQ261/IC/MBEL/NH-

24/2014/101939 Bridge


For finishing of work atBOX Culvert 181+200 Closed 26.09.2014 BQ261/IC/MBEL/NH-

24/2014/101939 Bridge

47 NCR NO.062 5.07.2012 BQ 261/IC-MBEL/NH-24/2012/10738 For damaged DBM Top Layer 190+393 Closed 31.10.2014 BQ261/IC-MBEL/NH-

24/2014/101973 Highway

48 NCR NO.063 5.07.2012 BQ 261/IC-MBEL/NH-24/2012/10738 For damaged DBM Top Layer 192+057 Closed 26.12.2013 BQ261/IC-MBEL/NH-

24/2013/101620 Highway

49 NCR NO. 114 21.07.2012 BQ 261/IC-MBEL/NH-24/2012/10768 Finishin crossing & Curing Work 161+348 Closed 01.11.2014 BQ261/IC/MBEL/NH-

24/2014/101977 Bridge

50 NCR NO.115 07.09.2012 BQ 261/IC-MBEL/NH-24/2012/10841 For weep holes at Box Culvert 181+200 Closed 05.06.2014 BQ261/IC/MBEL/NH-

24/2014/101792 Bridge


For Deck Slab (bottom) atMajor bridge 161+348 Closed 05.06.2014 BQ261/IC/MBEL/NH-

24/2014/101792 Bridge

52 NCR NO.117 07.09.2012 BQ 261/IC-MBEL/NH-24/2012/10841 For finishing work at Under pass 217+400 Closed 05.06.2014 BQ261/IC/MBEL/NH-

24/2014/101792 Bridge

53 NCR NO.118 07.09.2012 BQ 261/IC-MBEL/NH-24/2012/10841 For reinforcement work at PUP 217+822 R/S Closed 05.06.2014 BQ261/IC/MBEL/NH-

24/2014/101792 Bridge

54 NCR NO.119 07.09.2012 BQ 261/IC-MBEL/NH-24/2012/10841 For Pile work 262+590 Closed 05.06.2014 BQ261/IC/MBEL/NH-

24/2014/101792 Bridge


NCR for highway work .Median draincollapsed 152+100 to 152+190 Closed 20.09.2013 BQ261/IC-MBEL/NH-

24/2013/101476 Highway

56 NCR NO.065 12.09.2012 BQ 261/IC-MBEL/NH-24/2012/10862 For Kerb Curing 154+600 Closed 22.08.2013 BQ261/IC-MBEL/NH-

24/2013/101446 Highway

57 NCR NO.066 12.09.2012 BQ 261/IC-MBEL/NH-24/2012/10862 ForSafty argentment 164+000 to 171+000 Closed 10.10.2012 BQ261/IC-MBEL/NH-

24/2012/10926 Safety

58 NCR NO.067 6.11.2012 BQ 261/IC-MBEL/NH-24/2012/10997 DBM Layer of service road 173+050 to 173+480 Closed 26.12.2013 BQ261/IC-MBEL/NH-

24/2013/101620 Highway

59 NCR NO.121 24.11.2012 BQ 261/IC-MBEL/NH-24/2012/101036 Deck slab RA1- RP2 - SPAN -1 216+694 (ROB) Closed 01.11.2014 BQ261/IC/MBEL/NH-

24/2014/101977 Bridge

60 NCR NO.068 02-09-2013 BQ 261/IC-MBEL/NH-24/2013/101168 For crack developed in kerb 166+050 to 166+300 R/S Closed 22.08.2013 BQ261/IC-MBEL/NH-

24/2013/101446 Highway

61 NCR NO.069 09.2.2013 BQ 261/IC-MBEL/NH-24/201/101168 For segregation in BC work 159+435+159+455 Closed 31.10.2014 BQ261/IC-MBEL/NH-

24/2014/101973 Highway

62 NCR NO.070 22.05.2013 BQ261/IC/MBEL/NH-24/2013/101318 For camber correction 149+000 to 150+300 &

153+500 to 153+800 L/S Closed 31.10.2014 BQ261/IC-MBEL/NH-24/2014/101973 Highway

63 NCR NO.071 22.05.2013 BQ261/IC/MBEL/NH-24/2013/101318 For sleepage of DBM 166+000 to 166+080 R/S Closed 20.02.2014 BQ261/IC/MBEL/NH-

24/2014/101692 Highway

64 NCR NO.128 28.05.2013 BQ261/IC/MBEL/NH-24/2013/101325 Non - Conformance of DBM work 163+600 to 164+000 Closed 25.06.2013 BQ261/IC/MBEL/NH-

24/2013/101366 Highway

65 NCR NO.129 30.05.2013 BQ261/IC/MBEL/NH-24/2013/101335

For curing at Ramganga Bridgecrash barrier 161+348 Span - 10,11,12,13 Closed 01.11.2014 BQ261/IC/MBEL/NH-

24/2014/101977 Bridge

66 NCR NO.130 30.05.2013 BQ261/IC/MBEL/NH-24/2013/101335

For curing of desk slab RamgangaBridge 161+348 Span - 12 Closed 01.11.2014 BQ261/IC/MBEL/NH-

24/2014/101977 Bridge

67 NCR NO. 072 25.06.2013 BQ261/IC/MBEL/NH-24/2013/101365 For Crash Barrier Ch. 148+650 to 148+770

(LHS) Closed 22.08.2013 BQ261/IC-MBEL/NH-24/2013/101446 Highway

68 NCR NO. 131 04.07.2013 BQ261/IC/MBEL/NH-24/2013/101389

For expansion joint top level atRamganga Bridge Ch.161+348 Span-9 & 10 Closed 01.11.2014 BQ261/IC/MBEL/NH-

24/2014/101977 Bridge

69 NCR NO. 127 04.07.2013 BQ261/IC/MBEL/NH-24/2013/101389 For median cross drains

Ch. 155+300 to 155+500,176+600 to 176+800,224+300 to 224+500

Closed 03.11.2014 BQ261/IC-MBEL/NH-24/2014/101980 Highway

70 NCR NO. 501 12.07.2013 BQ261/IC/MBEL/NH-24/2013/101393 For VUP Abutment (A1) Ch. 262+587 Closed 26.09.2014 BQ261/IC/MBEL/NH-

24/2014/101941 Bridge

66

71 NCR NO. 502 12.07.2013 BQ261/IC/MBEL/NH-24/2013/101393 For Box Culvert Finishing Work Ch. 258+704 Closed 26.09.2014 BQ261/IC/MBEL/NH-

24/2014/101941 Bridge

72 NCR NO. 503 12.07.2013 BQ261/IC/MBEL/NH-24/2013/101393 For Rain Cuts in shoulder Ch. 260+300 to 262+100 Closed 26.09.2014 BQ261/IC/MBEL/NH-

24/2014/101941 Highway

73 NCR NO. 504 12.07.2013 BQ261/IC/MBEL/NH-24/2013/101393 For irregularity of the WMM Ch. 262+040 to 262+250

(B/S) Closed 26.09.2014 BQ261/IC/MBEL/NH-24/2014/101941 Highway

74 NCR No. 510 07.12.2013 BQ261/IC/MBEL/NH-24/2013/101591 For Box Culvert Finishing Work Ch. 256+605 Closed 18.01.2014 BQ261/IC/MBEL/NH-

24/2014/101655 Bridge

75 NCR No. 511 07.12.2013 BQ261/IC/MBEL/NH-24/2013/101591 For Canal Culvert Finishing Work Ch. 250+420 Closed 18.01.2014 BQ261/IC/MBEL/NH-

24/2014/101655 Bridge

76 NCR. No. 512 18.01.2014 BQ261/IC/MBEL/NH-24/2014/101648

For Embankment 2nd layer overmoisture & bumping

Ch. 250+728 to 250+900(L/S) Closed 17.05.2014 BQ261/IC/MBEL/NH-

24/2014/101780 Highway

77 NCPN NO.001 21.02.2014 BQ261/IC/MBEL/NH-24/2014/101698

End Teatment of crash barriermissing Ch. 153+700 Closed 01.11.2014 BQ261/IC/MBEL/NH-

24/2014/101975 Safety


Rain cuts observed in the shoulderand embankment slope Ch. 153+700 Closed 01.11.2014 BQ261/IC/MBEL/NH-

24/2014/101975 Safety

79 NCPN NO.003 21.02.2014 BQ261/IC/MBEL/NH-24/2014/101698 Damaged Crash Barrier 1st toll plaza on Moradabad

Bypass Closed 01.11.2014 BQ261/IC/MBEL/NH-24/2014/101975 Safety


No Safety Barrier on Left Side thoughembankment height more than 4m Near Ch. 155+750 Closed 01.11.2014 BQ261/IC/MBEL/NH-

24/2014/101975 Safety


Absence of median drain insuperelevated stretches Ch. 157+000 Closed 01.11.2014 BQ261/IC/MBEL/NH-

24/2014/101975 Safety

82 NCPN NO.006 21.02.2014 BQ261/IC/MBEL/NH-24/2014/101698 Barrier post and beam are damaged Ch. 157+000 Closed 01.11.2014 BQ261/IC/MBEL/NH-

24/2014/101975 Safety

83 NCPN NO.007 21.02.2014 BQ261/IC/MBEL/NH-24/2014/101698 Road Marking not continuous Ch. 164+160 Closed 01.11.2014 BQ261/IC/MBEL/NH-

24/2014/101975 Safety


Deep excavation in progress withoutappropirate safety measures Ch. 169+400 Closed 01.11.2014 BQ261/IC/MBEL/NH-

24/2014/101975 Safety


PQC in progress but dowel bars arebent and workforces are without

PPEsCh. 171+900 Closed 01.11.2014 BQ261/IC/MBEL/NH-

24/2014/101975 Safety

86 NCPN NO.010 21.02.2014 BQ261/IC/MBEL/NH-24/2014/101698 Diversion without safety measures Ch. 172+600 Closed 01.11.2014 BQ261/IC/MBEL/NH-

24/2014/101975 Safety


High embankment on Koshi Bridgeapproach without safety barriers Ch. 180+550 Closed 01.11.2014 BQ261/IC/MBEL/NH-

24/2014/101975 Safety


Sharp diversion one way ends at 2way carriageway without safety

measuresCh. 181+200 Closed 01.11.2014 BQ261/IC/MBEL/NH-

24/2014/101975 Safety


Footpath doscontinued at cross drainlocation which is safety hazards Ch. 190+000 Closed 01.11.2014 BQ261/IC/MBEL/NH-

24/2014/101975 Safety


Kerb painting in progress withoutappropirate safety measure Ch. 191+800 Closed 01.11.2014 BQ261/IC/MBEL/NH-

24/2014/101975 Safety


Embankment slope at PUP approachvery steep even steeper than 1:1 Ch. 197+150 Closed 01.11.2014 BQ261/IC/MBEL/NH-

24/2014/101975 Safety


Median drain work in progresswithout appropirate safety measures Ch. 199+000 Closed 01.11.2014 BQ261/IC/MBEL/NH-

24/2014/101975 Safety

67

93 NCR NO. 073 28.03.2014 BQ261/IC/MBEL/NH-24/2014/101732 DBM Slipped Ch. 169+660 to169+900 B/S

172+910 to 172+920 R/S Closed 03.09.2014 BQ261/IC/MBEL/NH-24/2014/101910 Highway

94 NCR NO. 074 28.03.2014 BQ261/IC/MBEL/NH-24/2014/101731 BC Slipped

Ch. 149+100, 150+700 to150+930, 151+510 to151+520, 151+960 to

151+710, 152+200, 155+240to 155+260, 156+180,156+840 to 156+890,157+020 to 157+040,

158+545, 165+480to165+750, 166+020 to

166+050 R/S

Closed 23.08.2014 BQ261/IC/MBEL/NH-24/2014/101902 Highway

95 NCR NO. 075 10.06.2014 BQ 261/IC/MBEL/NH-24/2014/101796

For wire of fencing at structureapproach not advisable Ch. 271+000 Closed 31.10.2014 BQ 261/IC/MBEL/NH-

24/2014/101972 Safety


For Deficiencies in WMM(Section-III) and earth work of

Rampur Bypass

Ch. 246+970 to 247+650 R/S,247+140 to 247+650 L/S,250+450 to 250+700 R/S

Closed 03.11.2014 BQ261/IC/MBEL/NH-24/2014/101979 Material


For unauthorized excavation fromunauthorized Barrow Area.

Barrow Area No. 654, 700,705 Closed 14.08.2014 BQ261/IC/MBEL/NH-

24/2014/101893 Material


For Earthwork done withoutapprove material Ch. 236+500 to 269+373 Closed 03.11.2014 BQ261/IC/MBEL/NH-

24/2014/101979 Highway


For DBM Top Layer Laying onbroken DBM Ist layer at many places

Ch. 234+080 to 234+540 R/S Closed 03.11.2014 BQ261/IC/MBEL/NH-

24/2014/101979 Highway


For BC laid by Grader without RFI,Tandam Roller (8-10 T) and PTR.

Ch. 181+100 to 181+230 R/S Closed 14.10.2014 BQ261/IC/MBEL/NH-

24/2014/101955 Highway

101 NCR No. 401 21.10.2014 BQ261/IC/MBEL/NH-24/2014/101966

For Showing Cracks in diaphragmand exposing steel in deck slab Ch. 262.587 (VUP) Closed 01.11.2014 BQ261/IC/MBEL/NH-

24/2014/101976 Bridge

102 NCR No. 402 01.04.2015 BQ261/IC/MBEL/NH-24/2015/102108 For unauthorized excavation Ch. 211+000 L/S

Milak Bypass Open Material

103 NCR No. 403 10.04.2015 BQ261/IC/MBEL/NH-24/2015/102118 For deficiencies in concrete for raft Ch. 209+398

Milak Bypass Closed 16.05.2015 BQ261/IC/MBEL/NH-24/2015/102157 Material

104 NCR No. 404 10.04.2015 BQ261/IC/MBEL/NH-24/2015/102118 For deficiencies in WMM & GSB Ch. 251

Grade Separator Open Material

105 NCR No. 405 24.04.2015 BQ261/IC/MBEL/NH-24/2015/102139 For deficiencies in SG Top & GSB Ch. 206+860 to 206+980 R/S,

Ch. 206+800 to 207+860 L/S Open Material

106 NCR No. 406 04.06.2015 BQ261/IC/MBEL/NH-24/2015/102175 For cracks Ch. 166 to 167 R/S Open Material

68

APPENDIX- M

PROJECT PHOTOGRAPH

69

Photographs – August’2015

DBM laying at Service Road (LHS) Millak Bypass (km. 207)

Retaining wall Backfilling at Km. 210

70

Raft concreting of Retaining wall At Km. 210 ( Minor bridge)

Raft concreting of Retaining wall at km. 208+426 (Millak Bypass)

71

Median plantation dressing is in progress at km. 174+000

72

APPENDIX-N

LIST OF

HINDERENCES

73

From To Length (m)Width

(m)Area(LxW)

1 166.820 166.855 RHS 35.00(6.50+5.0

0)/2201.25 15.00 Service road & Drain Graveyard at Vill. Molagarh Dilari

2 166.967 167.047 RHS 80.00(9.00+5.5

0)/2580.00 14.00 Service road & Drain

Unauthorized houses at Vill.Molagarh Dilari

3 168.284 168.330 RHS 46.00 21.50 989.00 16.00 RHS CarriagewayKabristan in Moradabad sideapproach of Rajheda Nala bridge

4 169.120 169.202 LHS 82.00(13.50+12.50)/2

1066.00 8.50LHS Carriageway,

Service road & DrainKabristan at Dalpatpur town

5 169.544 169.550 RHS 6.00 4.50 27.00 19.00 Service road & Drain Mazar at Dalpatpur town

6 175.425 175.450 RHS 25.00 12.00 300.00 16.00 Service road & DrainB/Wall and LA Problem Gata no.713, Mundhapandey

7 175.475 175.630 RHS 155.00 12.00 1860.00 16.00 Service road & DrainLA Problem, Gata no. 713,Mundhapandey

8 177.600 177.700 LHS 100.00 15.00 MCW side slopShopes and Houses, Sheora BazeVillage

9 177.780 177.800 LHS 20.00 20.00 400.00 15.00 MCW side slop Maszid, Sheora Baze Village

1 0.200 0.00 Loop RoadHight of HT line to be raised crossingat MCW for Rampur Existing LoopRoad

2 183.200 0.00 MCWHT Line to be raised at MCW(Rampur Feeder)

3 203945 204030 LHS 85.00(5.00+4.9

0)/2420.75 18 Service road & Drain

Existing Houses at Vill. LohapattiBholanath and compensation of thesame could not be disbursed so fardue to disputed title in revenuerecords

Loha Patti

(B) District Rampur

(A) District Moradabad

Name of Work : Four Laning of Moradabad-Bareilly Section of NH-24 from Km 148.00 to Km 262.00 in the state of Uttar Pradesh Under NHDPPhase-III on DBFOT Basis.

Status of Hindrances of Constructed Area in District-Moradabad, Rampur & Bareillyas on 31.08.2015 (ROW Hindrances in between MCW Toe line and ROW not included)

S.No.Chainage (Km)

SideArea Affected due to hindrance

Affected part ofHighway

Affected partof

ROW

Distancefrom PCL

Remarks

74

From To Length (m)Width

(m)Area(LxW)

S.No.Chainage (Km)

SideArea Affected due to hindrance

Affected part ofHighway

Affected partof

ROW

Distancefrom PCL

Remarks

4 204010 204180 RHS 170.00(6.50+3.4


Existing Houses & Masjid at Vill.Lohapatti Bholanath andcompensation of the same could notbe disbursed so far due to disputedtitle in revenue records

Loha Patti

5 204100 204225 LHS 125.00(7.00+0.5



6 204220 204240 RHS 20.00(1.20+1.7

0)/229.00 20 Drain


7 204260 204360 RHS 100.00(5.40+1.3


Existing Houses at Vill. LohapattiBholanath and compensation of thesame could not be disbursed so fardue to disputed title in revenue

Loha Patti

8 204298 204320 LHS 22.00 0.70 15.40 22 Drain


Loha Patti

9 204320 204400 RHS 80.00 3 240 24 Sevice Road & Drain boundary wall School Loha Patti

1 217220 217580 RHS 360.00 5 1800 19 Drain House, Mosque Wall, Shops Meerganj

(C) District Bareilly

75

monthly inspection report - online piu …nhai.org.in/spw/iereport/lbc mpr-august 2015 (const... ·...

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