monthly progress report - osrp may' 2018 p02... · monthly progress report may, 2018 widening...

GOVERNMENT OF ODISHA WORKS DEPARTMENT

ODISHA STATE ROADS PROJECT

Construction for Widening & Strengthening of Existing Carriageway to two

Lane Road from Bhadrak to Anandpur (Km. 0/000 to Km. 43/000 of SH-53)

(Balance Works) Package No. OSRP-CW-P1-P02 (Balance)

MONTHLY PROGRESS REPORT

LEA Associates South Asia Pvt. Ltd., New Delhi

May, 2018

P-1 Agreement No.-01-P1 of 2017-18

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CONTENTS

CHAPTER 1. EXECUTIVE SUMMARY ..................................................................................................................... 3

1.1 PROJECT BACKGROUND ............................................................................................................................... 3 1.2 THE PROJECT .................................................................................................................................................. 3 1.3 CONTRACT MANAGEMENT FRAME WORK ................................................................................................... 4 1.4 PROJECT DETAILS .......................................................................................................................................... 5 1.5 SALIENT FEATURES ........................................................................................................................................ 5

CHAPTER 2. PHYSICAL PERFORMANCE AND PROGRAMME OF WORK ......................................................... 7

2.1 PROGRESS OF ROAD WORK ......................................................................................................................... 7 2.2 PROGRESS OF CD WORKS AND STRUCTURE ............................................................................................ 8 2.3 PROGRESS IN QUANTITIES ........................................................................................................................... 8 2.4 PROGRESS PHOTOGRAPHS ........................................................................................................................ 10 2.5 ROUTINE MAINTENANCE .............................................................................................................................. 11 2.6 PROGRAMME OF WORK ............................................................................................................................... 11 2.7 ‘TIME ELAPSED’ V/S ‘BALANCED TIME’ ....................................................................................................... 12 2.8 ‘WORK DONE’ V/S ‘BALANCED WORK’ ........................................................................................................ 12 2.9 FORECAST FOR NEXT MONTH- ................................................................................................................... 13 2.10 STATUS OF EXTENSION OF TIME................................................................................................................ 13

CHAPTER 3. FINANCIAL PERFORMANCE .......................................................................................................... 14

3.1 MONTH WISE FINANCIAL PROGRESS ......................................................................................................... 14 3.2 MOBILIZATION ADVANCE ............................................................................................................................. 14 3.3 STATEMENT OF IPC ...................................................................................................................................... 14

CHAPTER 4. STATUS OF RISK ............................................................................................................................. 15

4.1 HANDING OVER OF SECTION ...................................................................................................................... 15 4.2 STATUS OF UTILITY SHIFTING ..................................................................................................................... 15 4.3 ANY OTHER ISSUE;- ...................................................................................................................................... 15 4.4 RISK INVOLVED ............................................................................................................................................. 15

CHAPTER 5. ENVIRONMENTAL MONITORING AND SAFETY ........................................................................... 16

5.1 ENVIRONMENT MANAGEMENT PLAN ......................................................................................................... 16 5.2 ROAD SAFETY ............................................................................................................................................... 18

CHAPTER 6. VARIATION AND CHANGES ........................................................................................................... 19

6.1 SUMMARY OF CHANGE ORDER .................................................................................................................. 19

CHAPTER 7. QUALITY CONTROL AND QUALITY ASSURANCE ....................................................................... 21

7.1 TESTS CONDUCTED ..................................................................................................................................... 21

CHAPTER 8. MOBILIZATION ................................................................................................................................. 23

8.1 CONSULTANT’S TEAM .................................................................................................................................. 23 8.2 CONTRACTOR’S PROPOSED TEAM ............................................................................................................ 23 8.3 STATUS OF PLANT AND EQUIPMENT OF CONTRACTOR ......................................................................... 24

CHAPTER 9. VISITS AND MEETINGS ................................................................................................................... 25

CHAPTER 10. IMPORTANT CORRESPONDENCES DURING THE MONTH ......................................................... 26

10.1 SUBMISSIONS AND APPROVALS ................................................................................................................. 26 10.2 CORRESPONDENCES ................................................................................................................................... 26

CHAPTER 11. WEATHER DURING THE MONTH ................................................................................................... 27

Monthly Progress Report May, 2018 Widening and Strengthening of Existing Carriage Way to two lane for Bhadrak-Anandpur Road (0/000 Km. to 43/000 of SH-53 (Balance work)- Package No. OSRP-CW-P1-P02(Balance)

ODISHA WORKS DEPARTMENT

Page 2 of 27

LIST OF FIGURES

Figure 1-1: Location Map ......................................................................................................................... 4

LIST OF APPENDIX

APPENDIX 1 – STRIP CHART OF HIGHWAYS

APPENDIX 2 – PROGRESS CHART OF STRUCTURES

APPENDIX 3 – IMPORTANT CORRESPONDENCES DURING THE MONTH

APPENDIX 4 – STATUS OF UTILITIES AND ENCUMBRANCES

CHAPTER 1. EXECUTIVE SUMMARY

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Chapter 1. Executive Summary

1.1 PROJECT BACKGROUND

The Odisha Works Department (OWD) has a medium to long-term comprehensive programme to

rehabilitate, upgrade and expand the road network throughout the state to improve accessibility, con-

nectivity and enhance the overall development. It is the pre-eminent state level road authority in Od-

isha which deals with issues relating to Feasibility Study and preparation of Detailed Project Report

including the Route Selection, even for relatively low volume roads.

The Government of Odisha has secured a loan from International Bank for Reconstruction and

Development (The World Bank) towards the cost of Widening and Strengthening of existing car-

riageway to 2-lane for Chandbali–Bhadrak–Anandpur Road Project (88 Km).

Chandbali – Bhadrak – Anandpur Road Project is part of 825 km of roads under Phase-I which is

a Section for promoting trade and regional integration between districts by improving transport com-

munication. The project road Chandbali – Bhadrak – Anandpur is a part of the Phase-I road devel-

opment, which was built several years ago with two lane configuration and currently serves moderate

level of traffic. The project involves widening of the existing road which has an average carriageway

width of 5.5 m to 6.8 m and 1.5m. Earthen shoulder on both sides, to a 7.0 m carriageway and

2.5m shoulders on both sides in flat and rolling sections. The expected outcome of the project in-

clude reduced transportation time of goods and better connectivity between districts along with im-

proved safety standards; reduced transit time for import and export goods via port.

1.2 THE PROJECT

The Bhadrak–Anandpur (SH-53) section from Km. 0/00 to Km. 43/00 is a part of Jagatpur–

Kendrapada–Chandbali–Bhadrak 152 Km. project corridor. The road section Bhadrak–Anandpur

starts from Chainage 0/00 Km. of Bhadrak and ends at Km. 43/00 of Anandpur Road, in this Bhadrak

is district headquarter. About 35% of the road length passes through built up area.

The total length of the project road is 43.000 Km. the road passes completely through plain terrain.

This stretch of the road falls in the District of Bhadrak & Keonjhar. This stretch passes through major

human settlements as Bhadrak, Randia, Barpada, Bonth, Basantia, Chenapadi, Fakirpur and

Anandpur.

The location map of the project road is shown below in Figure 1-1;



Page 4 of 27

Figure 1-1: Location Map

1.3 CONTRACT MANAGEMENT FRAME WORK

1.3.1 Employer

Mr. Om Prakash Patel, Chief Engineer, DPI & Roads, I/c World Bank Projects, Odisha

on behalf of Works Department, Government of Odisha.

1.3.2 Employer’ Representative

Executive Engineer (R&B) Division, Bhadrak

(On behalf of World Bank Projects, Works Department, Government of Odisha).

1.3.3 Engineer

Mr. R. Mathur, Resident Engineer

Lea Associates South Asia Pvt. Ltd.

B1/E-27, Mohan Co Operative Industrial Estate Mathura Road, New Delhi-110 044

Site Office-Kalyani Nagar, P.O.-Gelpur, District – Bhadrak, Odisha , Pin – 756781

Email: [email protected]

1.3.4 Contractor

M/s. FORTUNE GROUP,

India Office: Charampa, Bhadrak – 756101

Mob: 9937081755


Site Office – At Camp at Ch.15+600 LHS (SH 09, P02A)


mailto:[email protected]

mailto:[email protected]



Page 5 of 27

1.4 PROJECT DETAILS

Package No.: Package No. OSRP-CW-P1-P02 (Balance)

Name of Work: Construction for Widening & Strengthening of Existing Car-riageway to two Lane Road from Bhadrak to Anandpur (Km. 0/000 to Km. 43/000 of SH-53) (Balance Works) Package No. OSRP-CW-P1-P02(Balance)

Contractor M/s. Fortune Group

Project Length: 43.000 Km.

Contract Value:- Rs. 35,71,26,484.00

Period of Construction:– 11 months

Date of Commencement of Work:– 12th March 2018

Scheduled Date of Completion:- 11th February 2019

Progress (Financial) Achieved till May’ 2018:- 4.22%

1.5 SALIENT FEATURES

1.5.1 Highways

Total Length of Project Corridor SH 53 –43.00 Km.

Type of Carriageway Flexible 39.666 Km., Rigid – 3.334 Km.

Roadway Width 12.00 m.

Carriageway Width 7.00 to 10.00 m.

Bus Bays and Bus Shelter Nil

Toll Plaza Nil Deleted

Junctions 31 No.s

1.5.2 Structures

S.

No. Structures Type SH-53 (Nos.)

1 Minor Bridges 09

2 Slab Culvert 01

3 Box Culverts 28

4 Hume Pipe Culvert 65

5 Rehabilitation 04

Total 107

Note:- 02 no’s of Structures (01 no. of HPC & 01 no. of Box culvert is cancelled on

local demand.



Page 6 of 27

1.5.3 Crust Details

Flexible Pavement SG 500 mm

GSB 200 mm.

WMM 250 mm.

DBM 50/100 mm.

BC 40 mm.

Total Crust Thickness -1040/1090 mm.

Rigid Pavement

SG 500 mm.

GSB 150 mm.

DLC 150 mm.

CC Pavement 300 mm.

Total Crust Thickness - 1100 mm.

CHAPTER 2. PHYSICAL PERFORMANCE AND PROGRAMME OF

WORK

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Chapter 2. Physical Performance and Programme of Work

The following statement shows the work executed till now in order to appreciate the physical progress

of the road work;

2.1 PROGRESS OF ROAD WORK

S. No.

Description of Item

Side Length in Km.

Length Completed

(Till previ-ous Con-

tract)

In present contract

Balance length to be Com-pleted

Complet-ed length

(Upto previous Month)

Com-pleted length (This

Month)

Total Com-pleted length

Net bal-ance (In present Con-tract)

1 Earthwork in

Embank-ment

LHS 41.300 34.745 6.555 0.245 0.670 0.915 5.640

RHS 41.300 35.130 6.170 0.120 0.690 0.810 5.360

2 Subgrade

LHS 41.300 33.710 7.590 0.730 0.370 1.100 6.490

RHS 41.300 33.990 7.310 0.610 0.470 1.080 6.230

3 GSB

LHS 41.300 33.450 7.850 0.255 0.700 0.955 6.895

RHS 41.300 33.990 7.310 0.405 0.800 1.205 6.105

4 WMM

LHS 37.966 31.406 6.560 0.000 0.000 0.000 6.560

RHS 37.966 31.426 6.540 0.000 0.000 0.000 6.540

5 DBM

LHS 38.366 31.761 6.605 0.000 0.000 0.000 6.605

RHS 38.366 31.782 6.584 0.000 0.000 0.000 6.584

6 BC

LHS 39.466 25.639 13.827 0.000 0.000 0.000 13.827

RHS 39.466 25.699 13.767 0.000 0.000 0.000 13.767

7 DLC

LHS 3.334 2.372 0.962 0.000 0.177 0.177 0.785

RHS 3.334 2.519 0.815 0.000 0.000 0.000 0.815

8 PQC

LHS 3.334 2.355 0.979 0.000 0.000 0.000 0.979

RHS 3.334 2.339 0.995 0.000 0.000 0.000 0.995



Page 8 of 27

2.2 PROGRESS OF CD WORKS AND STRUCTURE

Sl. No.

Structure Type

Total Nos. to

be Executed

Taken up to in

Previous Contract.

To be Taken Up

In New Contract

Completed & In Progress Balance Nos. to be

taken up

Remarks No. Complet-

ed

No. In Progress

Total

1 Minor Bridge

09 06 03 00 02

02

01

2 Slab

Culvert 01 01 00 00 00 00 00

3 Box

Culvert 28 20 08 00 07 07 01

4 HP Cul-

vert 65 56 10 01 07 08 02

5 Rehabili-tation &

Widening 04 00 04 1 03 04 00

Total 107 83 25 02 19 21 04

2.3 PROGRESS IN QUANTITIES

BOQ Quantities:

S. No.

Description Unit

Total Quantity as

per BOQ (New Con-

tract)

Quantity Executed Balance Quantity

to be exe-cuted as per BOQ

Re-mark

Up to Pre-vious Month Apr.'18

During the Month May'18

Total

1 Excavation Cum 28027.00 3020.02 450.00 3470.02 24556.98

2

Earthwork in Embankment (Sand, rock fill & Soil filling)

Cum 47606.00 13338.88 1701.25 15040.13 32565.87

3 Subgrade Cum 74553.00 5624.81 576.37 6201.18 68351.82

4 GSB Cum 23270.00 2189.26 893.58 3082.84 20187.16

5 WMM Cum 21538.00 0.00 0.00 0.00 21538.00

6 DBM Cum 5451.00 0.00 0.00 0.00 5451.00

7 BC Cum 6162.00 0.00 0.00 0.00 6162.00

8 DLC Cum 1532.00 0.00 139.39 139.39 1532.00

9 PQC Cum 3398.00 12.13 0.00 12.13 3385.87



Page 9 of 27

11%18%

8% 13%0%

9%0% 0% 0% 1%

11%

0%

20%

40%

60%

80%

100%

120%P

ERC

ENTA

GE

OF

WO

RK

BOQ ITEMS

BOQ Vs ACHIEVED - Financial Progress

BOQ /ESTIMATED EXECUTED

Figure 2-1: Percentage of Financial Progress for Major BOQ Items.

PIE CHART

Pie chart showing the weightage of major construction items is shown in BOQ.

Site Clearance, 0.66%

Earthwork, 12.23%

GSB, 11.39%

WMM, 13.62%

DBM, 9.79%

BC, 13.23%

DLC, 1.40%

PQC, 5.40%

Culverts, 7.41%

Bridges, 7.54%

Protective Work, 7.38%

Miscellaneous Items, 7.37%

Other, 29.70%

Figure 2-1: Weightage of Major Construction Items



Page 10 of 27

2.4 PROGRESS PHOTOGRAPHS

GSB Dumping in Progress at Ch.20+900 LHS DLC Laying at Ch.19+000 RHS

Pipe Laying Completed at Ch. 17+114

Shutting in progress of Head Wall final lift at

Ch.18+922



Page 11 of 27

2.5 ROUTINE MAINTENANCE

As per Contract, the Contractor is required to maintain the portion of the road which has been handed over to him. The Contractor has taken up the maintenance work.

2.6 PROGRAMME OF WORK

The Contractor has given three months programme for June’18, July’18 and August’18 for an amount

of Rs.Rs.1.13 Cr.,2.59 Cr. and Rs.2.67 Cr. respectively.

Planned V/s Achieved (May'18)

S. No.

Description Unit Planned for May'18 (B/S)

Achieved in May'18 (B/S)

Shortfall in May'18 (B/S) Remark

Road Work

1 C & G Hect. 3.00 0.00 3.00

2 Embankment Cum. 2902.00 1701.25 1200.75

3 Subgrade Cum. 1250.00 576.37 673.63

4 GSB Cum. 500.00 893.58 -

5 WMM Cum. 460.00 0.00 460.00

6 DBM Cum. 132.00 0.00 132.00

7 BC Cum. 68.00 0.00 68.00

8 DLC Cum. 130.00 139.39 -

9 PQC Cum. 56.00 0.00 -

Structure Work

1 Box Culvert No.s 01 00 01

2 Minor Bridge No.s 01 00 01

3 HPC No.s 02 01 01

The plan for the month of May'18 was for Rs. 1.09 Cr. and the achieved progress (work done) is of Rs

0.51 Cr. Thus shortfall in progress for the May'18 is Rs 0.58 Cr.

S. No.

Planned Amount (May'18)

Achieved Amount (May'18)

Shortfall

1. 1.09 Cr.(as per work programme) 0.51 Cr. 0.58 Cr.



Page 12 of 27

2.7 ‘TIME ELAPSED’ V/S ‘BALANCED TIME’

A chart showing the ‘Time Elapsed’ since the commencement date of the Project i.e. from 12th

March’

2018 to till May’18 and the ‘Balance Time’ from May’18 to till the completion by 11th Feb.’19 is given

below in Figure 2-2.

Time Elapsed, 81 Days

(2.6 Months)

TimeRemaining,

255 Days(8.4 Months)

Figure 2-2: Time Elapsed Vs Time Remaining Total Duration of the Project (Construction Phase) - 336 Days (11 Months)

2.8 ‘WORK DONE’ V/S ‘BALANCED WORK’

A chart showing the ‘Work Done’ since the commencement date of the Project i.e. from 12th

March.’2018 to till May’2018 and the ‘Balance Work’ from May’2018 to till the completion by 11th

Feb.’2019 is given below in Figure 2-3.

58.11%

41.89%

Project Cost (Rs.35,71,26,484.00)

Total Work Done Balance Work

4.22%

95.78%

Figure 2-3: Work Done Vs Balance Work Total Cost of the Project (Construction Phase) – Rs.35,71,26,484.00



Page 13 of 27

2.9 FORECAST FOR NEXT MONTH-

The work programme for the June’2018 has been given by the Contractor:

Forecast for June’2018;

Sl. No.

Description (Major Items)

Unit

Quantity remaining to be Executed by end

of May'18 as per BOQ

Quantity Planned to be Executed during

June’18

(As per Contractor’s Work Programme for

Balance work of SH09)

Approx. Cost of

Work plan (Rs. in Lakh)

Remarks

1 Earthwork in Embankment

Cum 32565.87 3291.00 22.70

2 Sub grade Cum 68351.82 1229.00 4.23

3 GSB Cum 20187.16 479.00 8.12

4 WMM Cum 21538.00 439.00 9.62

5 DBM Cum 5451.00 148.00 8.88

6 BC Cum 6162.00 64.00 4.60

7 DLC Cum 1532.00 109.00 3.46

8 PQC Cum 3385.87 35.00 1.93

9 Concrete (M-15) Cum 1685.00 133.00 5.74

10 Hume Pipe laying LM 247.00 15.00 1.04

11 Reinforcement MT 186.00 26.00 1.81

12 Concrete (M 20/25/30/35)

Cum 1904.00 239.00 12.42

13 Saucer Drain LM 5078.00 132.00 6.50

14 Miscellaneous - - - 22.39

Total (a) 113.44

Total Planning (a) for June’2018

(Highway & Structure) 113.44

2.10 STATUS OF EXTENSION OF TIME

As of now Extension of time is not required

CHAPTER 3. FINANCIAL PERFORMANCE

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Chapter 3. Financial Performance

Financial Progress achieved up to end of May’ 2018 is furnished below;

1. Contract Price – INR 35,71,26,484.00

2. Value of work done – INR 1,50,67,735.00

3. Mobilisation Advance – Nil

4. Total (2+3) – INR 1,50,67,735.00

5. Percentage of Financial Progress – 4.22% (Excluding mobilization advance & escalation)

3.1 MONTH WISE FINANCIAL PROGRESS

Month wise financial progress on work proper excluding escalation and advances is furnished in below;

Table 3-1: Month wise Financial Progress

S. No.

Month

During the month Cumulative

Cost of Work

Executed

% w.r.t. Contract Price

Cumulative Cost

of Work

% w.r.t. Contract Price

1 30-Apr.-18 99,21,555.00 2.78% 99,21,555.00 2.78%

2 31-May-18 51,46,180.00 1.44% 1,50,67,735.00 4.22%

3.2 MOBILIZATION ADVANCE

Item Net Amount Paid

(Rs.)

Cumulative

Amount Paid

(Rs.)

Remarks

1st Mobilisation Advance Nil Nil

Total : Nil

Amount of Advance recovered up to 31st

May’18 (in INR): Nil

Balance amount to be recovered (in INR): Nil

3.3 STATEMENT OF IPC

S. No.

IPC No.

Month

Gross Amount of IPC (Rs. In millions)

Recov-eries

Net Amount

Paid

Cumulative of Net

Amount Paid

Cumulative Gross

Amount of IPC

Value of BOQ

Item

Value of Non BOQ Item

Escala-tion

Secured Advance

Mobiliza-tion

Advance

Gross Amount

1 01 Apr.’2018 9.92 - - - - 9.92 0.69 9.23 9.23 9.92

CHAPTER 4. STATUS OF RISK

of 27

Chapter 4. Status of Risk

4.1 HANDING OVER OF SECTION

As stipulated in the Contract, Section-1 of the road (SH53) has been handed over to the Contractor

on 12.03.2018 . The Contractor had to examine it and inform the Employer the details of encum-

brances at site if any.

Contractor has informed regarding the encumbrances, which after the scrutiny, Engineer has submit-

ted it to PMU.

4.2 STATUS OF UTILITY SHIFTING

Section Name

Encumbrances

(Within the Roadway)

Number Existing till last Month

Number

Removed During May’18

Balance

Remained for Removal

Section-I

Trees 38 01 37

Electric poles 33 00 33

R&R 26 14 12

Total

Trees 38 01 37

Electric poles 33 00 33

R&R 26 14 12

Note:- *As instructed by PMU, Telephone poles can be removed by Contractor immediately dur-ing or before the execution of work. Therefore Telephone Poles no longer remains the en-cumbrances.

The status of utilities and encumbrances are appended as Appendix-4

4.3 ANY OTHER ISSUE;-

The ‘Contract Agreement was signed on 12th Mar.’2018 for the balance work of Bhadrak-

Anandpur section of SH53. The work programme for individual months has been pre-

pared and submitted by the Contractor for the month of May.’18.

The work planned for May’18 was for Rs.1.09 Cr. while, the achieved work done is Rs. 0.51 Cr. (with a short fall is Rs. 0.58).

4.4 RISK INVOLVED

Progress of the work has been very slow so far. The reason for slow progress has been the unsea-

sonal rainfall. Due to the unseasonal rainfall bituminous work could not be executed, because of this

planned progress could not be achieved. This may delay the completion of the work within the stipu-

lated contract period.

CHAPTER 5. ENVIRONMENTAL MONITORING AND SAFETY

of 27

Chapter 5. Environmental Monitoring and Safety

5.1 ENVIRONMENT MANAGEMENT PLAN

S. No.

Environmental

Issue/ Aspect

Management Measures

1 Tree Cutting Tree cutting has to be done by the forest department. .

2

Joint Field Verification The Contractor and Engineer has to carry out joint field verification to ascertain the possibility of saving Environment and Community re-sources and for finding any environment and safety issues during

work;

The Joint Field Verification was done on 12.03.2018.

3

Location and Installation of Crushers, Hot Mix Plants

and Batching Plants

The Contractor has to submit Consent to Operate (CTO) from OSPCB but not submitted yet the Consent to Establish (CTE) from OSPCB for Batching Plants of SH-53 Camp and Hot Mix Plant from

ÓSPCB’ to Engineer’s Office.

Contractor has not submitted these yet.

4

Construction Camp(s) – Selection, Design and Lay-

out

Contractor has to submit his proposed location plan of base camp at SH-53 and approval by the Engineer.

Contractor has not submitted this yet.

5

Construction Vehicles, Equipment and Machinery

The Contractor shall maintain a record of Pollution under control (PUC) certificates for all vehicles at site office:-

PUC certificates of the construction vehicles, equipment and machin-eries have been not submitted to Engineer.

6

Identification, Operation and Rehabilitation of Bor-

row Areas

The Contractor has identified soil borrow area no.s 1&2 in Mouza Ganijanga at Ch.10+800 (LHS) & 11+300 (RHS) respectively of SH-53 and submitted documents to Engineer for approval of Borrow Are-

as.

7 Identification, Operation

and Rehabilitation of Stone Quarry

The Contractor has not obtained lease of stone quarry. Aggregate is being procured through private suppliers from stone quarries at

Chandikhole.

8 Identification, and Opera-

tion of Sand Quarry The Contractor has not obtained lease of sand quarry. Sand is being

procured from third party supplier.

9

Arrangement for Construc-tion Water

As per the Central Ground Water Authority (CGWA) guidelines, there are two categories of area. (i) Notified area and (ii) Non-notified area.

For notified areas, permission/approval is required while for non-notified areas only NOC is required for abstraction of ground water more than 100 m3/day. Now this location comes under non-notified area. Therefore permission/approval for extraction may not be re-

quired. Also as the extraction quantity is less than 100 m3/day. There-fore NOC is also not required as per previous notification. But as per

new notification published by CGWA, NOC is required also as the extraction quantity is less than 100 m3/day. The Contractor has yet to

obtained NOC.

10 Clearing and Grubbing Only ground cover necessary for works is being removed.

11 Stripping, Stacking and Top soil is being stacked and preserved at identified construction and



Page 17 of 27

Preservation of Top Soil borrow area sites.

12

Labour Camp Management Contractor shall submit the location, lay-out, basic facilities of labour camp:-

Contractor has not submitted these yet.

Contractor has hired the labour shelters/dwelling units outside the base camp at Ch. 6+000 (SH-53) for labourers with basic amenities

The potable water is being providing by Contractor in office, laborato-ry and proposed camp area.

Provision of toilets/mobile toilets separate for women with sewage system and adequate water supply:-

Toilets have been constructed at proposed base camp but not at site. These are being cleaned up regularly.

13

Transportation of Construc-tion Materials and Haul

Road Management

Vehicles shall be covered during transportation of materials and main-tained haul roads:-

Vehicles are not covered most of the times during transportation of construction materials. Though haul roads is being maintained during

transportation.

14

Worksite Safety Manage-ment

Work site proper safety management shall be arranged:-

Though safety arrangements have been done at site, it needs to be improved further.

Temporary diversion has to be arranged: - Diversion has been ar-ranged at site wherever it is required.

Traffic safety has to be arranged as per Traffic Management Plan:-

The “Traffic Management Plan” have to be submitted by the contrac-tor.

Adequate PPEs to be provided to labourers and warning signage to be installed in high risk area:-

PPEs have been provided to labourers and implemented but its im-plementation needs to be improved, warning signages are inadequate

in high risk area.

Precautions for electrical cables, wires and equipment:-

At present, The Contractor has taken precautions for electrical cables, wires and equipment at base camp SH-53.

Readily available first aid kits:- The first aid kits are available at the proposed Camp Premises in SH-53.

The Contractor shall take precautions to prevent danger due to mis-hap:- The Contractor has yet to be submitted the Construction Safety

Plan for its implementation at site.

15

Accessibility The Contractor has to provide safe convenient passage for affected road side users:-

No obstruction reported from road side users.

16 Disruption to Other Users

of Water The Contractor shall not obstruct water bodies:-

No obstruction reported yet.

17 Labour Requirements Local labours shall be employed preferably:-

Local labourers are engaged for construction work.

18 Pollution Management Pollution management has to be done in conformance with EMP:-

Dust suppression measures needs to be applied during the construc-



Page 18 of 27

tion activities;

Water sprinkling is being done at site regularly two to three times in a day. No dust emission has been reported in this month during con-

struction activities.

Pollution monitoring has yet to be scheduled half yearly by Contractor through a NABL accredited agency.

Waste will not be released into water bodies and drainage systems:-

No waste water is being discharged directly into the water bodies.

Dispose the fuel, lubricants and chemical wastes as per guidelines of SPCB/MoEF:-

Used and waste oil has to be disposed off through authorised recy-cler. The used and waste oil generates in very less quantity. Though the Contractor has identified the authorised recycler. The Contractor

so far has stocked the waste oil at base camp at SH53.

Noise level shall be maintained of all construction vehicles, machiner-ies and equipment:-

The Contractor has maintained vehicles, machineries and equipments and obtained PUC certificates of some of the vehicles and machiner-

ies.

19

Drainage and Flood Con-trol.

Pre monsoon activities have to be done:-

Contractor has to cleaned up the channels before monsoon wherever it is required.

20 Slope Protection and Con-

trol of Soil Erosion Slopes have to be protected with stone pitching and grass:-

Slope protection work has not started yet.

21

Waste Management

Contractor has yet to identify waste disposal sites:-

Although, the constructional operation of various units such as Office Building, Store etc. have to be started within the proposed Camp

Premises.

Separate garbage bins for garbage collection in camp area, office and laboratory have to be provided.

Contractor has yet to identify site for bio-degradable waste disposal at SH-53 camp area.

For non-bio-degradable waste disposal, Contractor has identified the authorised recycler. The Contractor so far has stocked the waste oil at

base camp at SH53.

22 Chance Found Archaeo-

logical Property. No archaeological property has been found at site.

23

Demobilisation and De-commissioning.

The Contractor shall clean up the area or temporary structures after completion of work as per the approved waste management plan:-

Demobilisation and Decommissioning has not started as project is in progress.

5.2 ROAD SAFETY

Though, barricading with bamboos and sand bags with reflective sticker and caution tape at site is

being done, but hard barricading and more sign boards are required in construction zones in con-

formance with codes & specifications.

Helmets, safety jackets, safety shoes, gumboot, nose mask and goggles etc. have been provided to

the workers but, these are required to be used regularly and adequately during construction activities.

CHAPTER 6. VARIATION AND CHANGES

of 27

Chapter 6. Variation and Changes

6.1 SUMMARY OF CHANGE ORDER

So far no change request/variation orders have been initiated.

of 27

Summary of Change Request

Impact on Contract Cost (in Cr.)

Effect of this Change Cumulative Effect of Changes

till previous Request Cumulative Effect of Changes

after this Request

Approxi-mate Cost (Rs. in Cr.)

% of increase/ Decrease on

Contract Amount

Cost (Rs. in Cr.)

% of Increase/ Decrease on

Contract Amount

Cumulative Cost after

this Change

% of increase/ Decrease on

Contract Amount

Summary of Variation Order

S. No. Item No. Description of Item Unit BOQ Qty. Variation Qty. Revise

BOQ Qty.

BOQ

Amount

Revise BOQ

Amount

Variation Qty.

(%)

Variation

Amount (%)

Cost of Change (Revised BOQ Amount – BOQ Amount)

Total % over Contract Amount for all proposals

CHAPTER 7. QUALITY CONTROL AND QUALITY ASSURANCE

of 27

Chapter 7. Quality Control and Quality Assurance

7.1 TESTS CONDUCTED

Following tests both at site and at Laboratory have been conducted during the month to ensure Quality

Control and Quality Assurance.

S. No.

Description of Tests Conducted

Number of Tests Conducted

No. of NCR Remedial measure adopted

A SOIL

1 MDD and OMC 04 Nil -

2 LL PI 04 Nil -

3 GSA 04 Nil -

4 FSI 04 Nil -

5 CBR 00 Nil -

B FDD

1 Embankment control Tests

1190 Nil -

2 Tests in Sub grade 130 Nil -

3 Tests in GSB 12 Nil -

4 Tests in DLC 00 Nil -

C AGGREGATE

C.A. (Gradation) 24 Nil -

F.A. (Gradation) 24 Nil -

AIV. 04 Nil -

FI 04 Nil -

D CEMENT

Fineness 01 Nil -

Normal consistency 01 Nil -

Initial & Final setting time

01 Nil -

Mortar Cube -

3 Days 01 Nil -

7 Days 01 Nil -

28 Days 01 Nil -

E CONCRETE CUBE TEST.

M40 (PQC)

7 Days 02 (Sets) Nil -


M40 (RCC)

7 Days 00 (Sets) Nil


M35





Page 22 of 27

M25

7 Days 06 (Sets) - -

28 Days 01 (Sets) - -

Beam (PQC)



M15



DLC



M20 (PCC)



M30 (RCC)



CHAPTER 8. MOBILISATION

of 27

Chapter 8. Mobilization

8.1 CONSULTANT’S TEAM

The staff mobilization has been done in consultation with Employer as per the project requirement

considering the mobilization of the Contractor. The following table depicts the staff mobilization as on

date.

S. No.

Designation Name Joining Date

1. Resident Engineer Mr. Raju Mathur 01-Mar-15

2. Quantity Surveyor Mr. Brajesh Kumar 01-Mar-15

3. Highway Engineer Mr. Ramesh. K. Mankar 18-Dec-16

4. Bridge Engineer Mr. Satyaranjan Jati 06-April-15

5. Material Engineer Mr. K.K. Sengupta 15-June-16

6. Environment And Safety Expert - -

7. Asst. Quantity Surveyor Mr. Anand Kumar 20-Aug-15

8. Asst. Highway Engineer-1 Mr. Prabhat Mohan Tripathy 16-Feb-15

9. Asst. Bridge Engineer Mr. Bappa Bose 16-Mar-15

10. Asst. Material-cum-Quality Engineer-2 Mr. Ajitesh Chandra Sinha 01-Mar-15

11. Asst. Surveyor-1 Mr. Ashwani Catter 01-Nov-16

12. Office Manager-cum-Accountant-1 Mr. Abhishek Ghosh 01-Mar-15

13. Computer Operator-cum-Office Assistant-1 Mr. Santosh Kumar 16-Mar-15

14. Office Attendant/Watchman Mr. Sanjeet Kumar Pani 16-Mar-15

8.2 CONTRACTOR’S PROPOSED TEAM

The Contractor has mobilized the following key personnels.

S. No. Designation Name

1 Project Manager Mr. P.R. Das

2 Highway Engineer Mr. M. Parida

3 Bridge Engineer Mr. Sushant

4 Material Engineer Mr. S. Pattanayk

5 Quantity Surveyor Mr. Nrusingh Sethy

6 Equipment And Maintenance Engineer TBN

7 Environment And Safety Manager Mr. Ashish Kumar Samal



Page 24 of 27

8.3 STATUS OF PLANT AND EQUIPMENT OF CONTRACTOR

S. No.

Description of Equipment/Plant

Min. No.s as per

Contract

No.s Mobilized Remarks

Own Hired

1 Motor Grader 02 01 01

2 Hydraulic Excavator 02 01 01

3 Transit Mixer 03 06

4 Front end Loader 01

5 Dozer 01

6 Tipper 30 15 10

7 Soil compactor 03 01 01

8 Water tanker 05 01

9 Needle Vibrator - 02

10 Tandem Roller 02 01

11 Bitumen Sprayer 01

12 Pneumatic Tyre Roller 01

13 Sensor Paver 01

14 Mechanical Paver for WMM 01

Plants

15 Concrete Batch-mix Plant 01 01

16 Hot-mix Plant 01

17 WMM Plant 01

The following survey equipment is available at site;

S. No. Name of the equipment Quantity (Nos.)

1 Total Station 01

2 Auto Level 04

CHAPTER 9. VISITS AND MEETINGS

of 27

Chapter 9. Visits and Meetings

A routine review meeting was held on 15.05.2018 by Resident Engineer at CSC office with the

Managing Partner and Project Manager of Contractor.

A routine review meeting was held on 23.05.2018 by Resident Engineer at base Camp of the

project with the Managing Partner and Project Manager of Contractor.

On 25.05.2018 Hon’ble EIC-CUM-Secretary along with the CE (DPI & Roads),SE (R&B) Works

Department and Resident Engineer (CSC) visited the site. Contractor’s Managing Partner and

Project Manager were present during the meeting.

CHAPTER 10. IMPORTANT CORRESPONDENCE DURING THE

MONTH

of 27

Chapter 10. Important Correspondences during the Month

10.1 SUBMISSIONS AND APPROVALS

10.2 CORRESPONDENCES

No letters were received from the Contractor during the month, No letters were issued by

CSC to the Contractor. Similarly no letters was received from PMU.

CHAPTER 11. WEATHER DURING THE MONTH

of 27

Chapter 11. Weather during the Month

Following is the status of weather details recorded at laboratory during the month;

S. No.

Date Minimum Temp °C

Maximum

Temp °C

Minimum

Humidity

(%)

Maximum

Humidity

(%)

Rain Fall (mm)

Remarks

1 01.05.2018 28 33.4 56 84 0.00

2 02.05.2018 27.9 36.4 55 83 34.40

3 03.05.2018 28.2 33.9 60 87 0.00

4 04.05.2018 28.3 36.3 54 88 0.00

5 05.05.2018 28.6 36.9 54 87 0.00

6 06.05.2018 31.2 38.4 50 84 0.00

7 07.05.2018 31.0 37.7 59 84 0.00

8 08.05.2018 31.1 38.2 58 83 0.00

9 09.05.2018 31.4 39.2 58 87 0.00

10 10.05.2018 30.5 39.1 49 80 0.00

11 11.05.2018 29.0 38.7 50 77 0.00

12 12.05.2018 31.5 39.0 48 85 0.00

13 13.05.2018 28.4 38.6 41 80 72.60

14 14.05.2018 26.5 32.8 58 80 0.00

15 15.05.2018 30.1 36.0 57 88 0.00

16 16.05.2018 27.0 37.3 57 87 85.00

17 17.05.2018 29.2 35.9 63 88 0.00

18 18.05.2018 29.6 38.2 58 89 31.20

19 19.05.2018 30.1 36.6 57 87 0.00

20 20.05.2018 28.9 38.8 45 77 0.00

21 21.05.2018 30.2 37.4 52 82 0.00

22 22.05.2018 27.5 39.0 45 87 47.60

23 23.05.2018 27.2 31.4 71 93 0.00

24 24.05.2018 31.3 37.0 61 91 0.00

25 25.05.2018 31.5 37.0 60 88 0.00

26 26.05.2018 31.6 38.0 62 86 0.00

27 27.05.2018 31.1 39.0 57 88 0.00

28 28.05.2018 30.5 36.5 65 89 0.00

29 29.05.2018 31.5 37.0 68 90 0.00

30 30.05.2018 31.7 38.7 57 85 0.00

APPENDIX

Appendix 1: Strip Chart of Highway

ANANDPUR

SHOULDER / SAUCER DRAIN

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

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

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

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

SUB. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMB./EXC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

C & G

0+

000

0+

100

0+

200

0+

300

0+

350

0+

500

0+

545

0+

700

0+

768

0+

900

1+

000

1+

100

1+

165

1+

200

1+

300

1+

328

1+

400

1+

500

1+

600

1+

700

1+

740

1+

900

2+

000

2+

002

2+

100

2+

192

2+

300

2+

354

2+

400

2+

500

2+

600

2+

668

2+

700

2+

800

2+

900

3+

000

3+

000

3+

100

3+

200

3+

300

3+

400

3+

500

3+

600

3+

604

3+

700

3+

800

3+

979

3+

900

4+

000

4+

100

4+

200

4+

300

4+

400

4+

411

4+

500

4+

600

4+

700

4+

800

4+

900

5+

000

C & G 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMB./EXC 1 1 1 1 1 IN-progressprogress In-progess 1 1 1 1 1 1 1 1 1 1

SUB. 1 1 1 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

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

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

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


SHOULDER / SAUCER DRAIN BCBC

DBM

WMM.

GSB

SUB.

EMB./EXC

C & G

5+

00

0

5+

10

0

5+

12

2

5+

20

0

5+

30

0

5+

40

0

5+

50

0

5+

60

0

5+

67

5

5+

70

0

5+

80

0

5+

90

0

6+

00

0

6+

10

0

6+

20

0

6+

30

0

6+

40

0

6+

50

0

6+

60

0

6+

70

0

6+

80

0

6+

90

0

7+

00

0

7+

10

0

7+

20

0

7+

30

0

7+

40

0

7+

50

0

7+

60

0

7+

70

0

7+

78

5

7+

80

0

7+

90

0

8+

00

0

8+

10

0

8+

20

0

8+

30

0

8+

40

0

8+

50

3

8+

50

0

8+

60

0

8+

70

0

8+

79

0

8+

80

0

8+

90

0

8+

95

8

9+

00

0

9+

00

0

9+

10

0

9+

20

0

9+

30

0

9+

40

0

9+

50

0

9+

60

0

9+

70

0

9+

80

0

9+

90

0

10

+0

00

C & G

EMB./EXC

SUB.

GSB

WMM.

DBM

BC

SHOULDER / SAUCER DRAIN BCBCBC WMM Top

WMM WMM Top

WMM WMM WMM Top WMM Top WMM Top BC BC BC WMM

WMM 1stWMM 1st BC

DLC

PQC

SHOULDER

SAUCER DRAIN

HP

DO

UB

LE

RO

W

HP

SIN

GL

E R

OW

WMM TopWMM Top WMM 1stWMM 1st HP

DO

UB

LE

RO

W

BO

X C

EL

L

Chainage

BAGURAI RANDIA

BARAPADA

Village Name

HP

DO

UB

LE

RO

W

BO

X C

EL

L

HP

DO

UB

LE

RO

W

Village Name

“Widening of Strengthening of Existing Carriage Way to 2 lane road from Chandbali-Bhadrak-Anandpur Road

(0/000 Km. to 43/000 Km. of SH-53 (Balance work))”

BHADRAK

ROB (Existing)

Date -31.05.2018

LHS

LAYER CHART (SH-53) (FROM KM. 0+000 TO KM. 10+000)

LEGENDS:

C & G

EMB./EXC

SUB.

WMM.

GSB

DBM

BC

RHS

RHS

LHS

BO

X C

EL

L

BO

X C

EL

L

HP

DO

UB

LE

RO

W

BO

X C

EL

L

HP

DO

UB

LE

RO

W

BO

X C

EL

L

HP

DO

UB

LE

RO

W

Chainage

BC

BO

X C

EL

L

BO

X C

EL

LB

OX

CE

LL

BO

X C

EL

L

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

BO

X C

EL

L

BO

X C

EL

L

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

BO

X C

EL

L

9+

02

7

BO

X C

EL

L

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

SIN

GL

E R

OW

H

P S

ING

LE

RO

W

BO

X C

EL

LB

OX

CE

LL

HP

DO

UB

LE

RO

W

HP

SIN

GL

E R

OW

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

BCBC

ANANDPUR

SHOULDER / SAUCER DRAIN BC

BC 1 1 1 2 1 1 2

DBM 1 1 1 2 1 1 2

WMM. 1 1 1 2 1 1 2

GSB 1

SUB. 1

EMB./EXC 1

C & G

10

+0

00

10

+0

16

10

+1

00

10

+2

00

10

+3

00

10

+4

00

10

+5

00

10

+6

00

10

+6

99

10

+7

00

10

+8

00

10

+9

00

10

+9

75

11

+0

00

11

+0

30

11

+2

00

11

+2

29

11

+3

00

11

+4

00

11

+5

00

11

+5

60

11

+6

00

11

+7

00

11

+8

69

11

+9

00

11

+9

50

12

+0

30

12

+2

00

12

+3

00

12

+4

00

12

+5

00

12

+6

00

12

+7

00

12

+8

09

12

+8

00

12

+9

80

13

+0

00

13

+1

00

13

+2

00

13

+3

00

13

+4

00

13

+5

00

13

+6

00

13

+7

00

13

+8

00

13

+9

00

13

+9

09

14

+0

00

14

+1

00

14

+2

00

14

+2

16

14

+3

00

14

+4

00

14

+5

00

14

+6

00

14

+7

00

14

+8

00

14

+9

00

15

+0

00

C & G 1

EMB./EXC 1

SUB. 1

GSB 1 1

WMM. 1 1 1 2 1 1 2

DBM 1 1 1 2 1 1 2

BC 1 1 1 2 1 1 2

SHOULDER / SAUCER DRAIN WMM 1st


BC/PQC 1 1 1 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

DBM/DLC 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM. 1 1 1 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

GSB 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SUB. 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMB./EXC 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

C & G 1 1 1 2 1

15

+0

00

15

+1

00

15

+1

10

15

+2

00

15

+3

00

15

+4

00

15

+5

00

15

+6

00

15

+6

10

15

+7

00

15

+8

00

15

+9

00

16

+0

00

16

+1

00

16

+2

00

16

+3

00

16

+4

00

16

+5

00

16

+6

00

16

+6

60

16

+7

00

16

+8

00

16

+9

00

16

+9

10

17

+0

02

17

+1

00

17

+1

14

17

+2

00

17

+2

75

17

+3

00

17

+4

00

17

+5

00

17

+6

00

17

+7

00

17

+8

00

17

+8

30

17

+9

00

17

+9

54

18

+0

00

18

+1

00

18

+2

00

18

+2

61

18

+3

00

18

+4

00

18

+4

44

18

+4

86

18

+5

00

18

+6

00

18

+7

00

18

+8

00

18

+8

79

18

+9

00

18

+9

02

19

+0

00

19

+1

10

19

+2

00

19

+3

00

19

+4

00

19

+5

00

19

+6

00

19

+6

95

19

+7

00

19

+8

00

19

+9

00

20

+0

00

C & G 1 1 1 2 B 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMB./EXC 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SUB. 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM. 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM/DLC 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1

BC/PQC 1 1 1 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

SHOULDER / SAUCER DRAIN WMM TopWMM Top

DBMDBM WMM Top DBM WMM

WMM TopWMM TopBO

X T

YP

E B

RID

GE

BO

X C

EL

L

SHOULDER

SAUCER DRAIN

WMM Top

DLC

PQC

BO

X C

EL

L

HP

SIN

GL

E R

OW

HP

SIN

GL

E R

OW

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

BO

X T

YP

E B

RID

GE

BO

X T

YP

E B

RID

GE

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

SIN

GL

E R

OW

PIP

E C

UL

VE

RT

WMM TopWMM TopWMM

WMM 1stWMM 1st WMM Top

WMM TopWMM Top

HP

DO

UB

LE

RO

W

PIP

E C

UL

VE

RT

BO

X T

YP

E B

RID

GE

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

SIN

GL

E R

OW

PIP

E C

UL

VE

RT

BO

X T

YP

E B

RID

GE

HP

DO

UB

LE

RO

W

PIP

E C

UL

VE

RT

HP

DO

UB

LE

RO

W

BO

X C

EL

L

BO

X T

YP

E B

RID

GE

BO

X C

EL

L

HP

SIN

GL

E R

OW


“Widening of Strengthening of Existing Carriage Way to 2 lane road from Bhadrak-Anandpur Road


Date -31.05.2018

Chainage

Re-Alignment

TILLO

LHS

RHS

HP

SIN

GL

E R

OW

HP

SIN

GL

E R

OW

HP

DO

UB

LE

RO

W

HP

SIN

GL

E R

OW

HP

SIN

GL

E R

OW

BO

X C

EL

L

BONTH

BHADRAK

GANIJANGA PALASA

Village Name

Village Name

13

+3

75

11

+3

99

13

+5

07

WMM Top

SUB. BC

EMB./EXC DBM

LEGENDS: GSB

C & G WMM.

LHS

RHS

BO

X T

YP

E B

RID

GE

BO

X C

EL

L

BO

X C

EL

L

BO

X C

EL

L

BO

X T

YP

E B

RID

GE

BO

X C

EL

L

HP

SIN

GL

E R

OW

HP

DO

UB

LE

RO

W

HP

SIN

GL

E R

OW

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

SIN

GL

E R

OW

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

Chainage

Re-Alignment

HP

DO

UB

LE

RO

W

BO

X T

YP

E B

RID

GE

HP

DO

UB

LE

RO

W

BO

X T

YP

E B

RID

GE

HP

DO

UB

LE

RO

W

HP

SIN

GL

E R

OW

HP

SIN

GL

E R

OW

BO

X C

EL

L

HP

DO

UB

LE

RO

W

HP

SIN

GL

E R

OW

H

P S

ING

LE

RO

W

WMM Top BC BC

DBM WMM Top WMM Top

ANANDPUR


BC/PQC 1 1 1 1 1 1 1 1 1 1

DBM/DLC 1 1 1 1 1 1 1 1 1

WMM. 1 1 1 1 1 1 1 1 1 1

GSB 1 1 1 1 1 1

SUB. 1 1 1 1 1 1

EMB./EXC 1 1 1 1 1 1

C & G

20

+0

00

20

+0

70

20

+1

80

20

+3

00

20

+4

00

20

+4

50

20

+5

00

20

+6

00

20

+7

00

20

+8

10

20

+9

00

21

+0

60

21

+1

00

21

+1

85

21

+2

00

21

+3

00

21

+4

00

21

+5

00

21

+6

00

21

+7

00

21

+8

00

21

+9

00

22

+0

00

22

+1

00

22

+2

00

22

+3

00

22

+4

00

22

+5

00

22

+6

00

22

+7

00

22

+8

00

22

+9

00

23

+0

00

23

+1

00

23

+2

00

23

+3

00

23

+4

00

23

+5

00

23

+6

00

23

+7

00

23

+7

00

23

+8

00

23

+9

00

24

+0

00

24

+1

00

24

+2

00

24

+3

00

24

+4

00

24

+5

00

24

+6

00

24

+7

00

24

+8

00

24

+9

00

25

+0

00

C & G 1 1 1

EMB./EXC 1 1 1

SUB. 1 1 1 1 1GSB 1 1 1 1 1 1WMM. 1 1 1 1 1 1 1 1 1

DBM/DLC 1 1 1 1 1 1 1 1 1

BC/PQC 1 1 1 1 1 1 1 1 1 1


SHOULDER / SAUCER DRAIN WMM TopWMM Top

BC 1

DBM 1

WMM. 1

GSB 1

SUB.

EMB./EXC

C & G

25

+0

00

25

+1

00

25

+2

00

25

+2

53

25

+2

90

25

+3

00

25

+4

00

25

+5

00

25

+5

43

25

+6

00

25

+7

00

25

+8

00

25

+9

00

26

+0

00

26

+0

25

26

+1

00

26

+2

00

26

+3

00

26

+3

51

26

+4

00

26

+5

00

26

+6

00

26

+6

45

26

+7

00

26

+8

00

26

+9

00

27

+0

00

27

+1

00

27

+1

30

27

+2

00

27

+3

00

27

+4

00

27

+4

40

27

+5

00

27

+6

00

27

+7

00

27

+7

33

27

+8

00

27

+9

00

28

+0

00

28

+1

00

28

+2

00

28

+3

00

28

+4

00

28

+5

00

28

+5

31

28

+6

00

28

+6

84

28

+7

00

28

+8

00

28

+9

00

29

+0

00

29

+1

00

29

+1

59

29

+2

00

29

+2

50

29

+3

00

29

+3

74

29

+4

00

29

+5

00

29

+6

00

29

+6

01

29

+7

00

29

+8

00

29

+9

00

30

+0

00

C & G

EMB./EXC

SUB.

GSB 1

WMM. 1

DBM 1

BC 1

SHOULDER / SAUCER DRAIN DBM DBM WMM TopWMM TopWMM Top

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

WMM Top

SAUCER DRAIN

WMM Top WMM TopWMM Top

WMM 1stWMM 1stWMM 1st WMM WMM TopWMM TopWMM Top

DLC

PQC

SHOULDER

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

“Widening of Strengthening of Existing Carriage Way to 2 lane road from Chandbali-Bhadrak-Anandpur Road


WMM TopHP

DO

UB

LE

RO

W

PIP

E C

UL

VE

RT

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

PIP

E C

UL

VE

RT

PIP

E C

UL

VE

RT

HP

DO

UB

LE

RO

W

WMM TopWMM TopWMM Top WMM 1st WMM Top DBM DBM

Village Name

Village Name


BHADRAK

20

+4

26

20

+6

48

24

+2

40

24

+3

75

Chainage

22

+7

83

HP

DO

UB

LE

RO

W

BO

X C

EL

L

BONTH ORALI CHHAKA

BASANTIA MAREIGAON HATADHI

WMM Top

BO

X C

EL

L

HP

DO

UB

LE

RO

W

PIP

E C

UL

VE

RT

Date -31.05.2018

24

+2

05

HP

DO

UB

LE

RO

W

EMB./EXC DBM

SUB. BC

LEGENDS: GSB

C & G WMM.

WMM Top DBMDBM

HP

DO

UB

LE

RO

W

WMM Top

PIP

E C

UL

VE

RT

RHS

LHS

RHS

LHS

HP

DO

UB

LE

RO

W

SL

AB

CU

LV

ER

T

WMM DBM

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

SL

AB

CU

LV

ER

T

HP

DO

UB

LE

RO

W

WMM TopWMM Top

Chainage

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

SIN

GL

E R

OW

WMM TopWMM Top

PIP

E C

UL

VE

RT

HP

DO

UB

LE

RO

W

HP

3 R

OW

New

HP

DO

UB

LE

RO

W

PIP

E C

UL

VE

RT

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

PIP

E C

UL

VE

RT

HP

DO

UB

LE

RO

W

HP

3 R

OW

New

HP

SIN

GL

E R

OW

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

ANANDPUR

SHOULDER / SAUCER DRAIN WMM 1st W DBM

BC/PQC 1 1 1 1 1 1 1 1 1 1 1 1

DBM/DLC 1 1

WMM. 1 1

GSB 1

SUB.

EMB./EXC

C & G3

0+

00

0

30

+1

00

30

+2

00

30

+3

00

30

+4

00

30

+5

00

30

+5

01

30

+6

00

30

+6

38

30

+6

84

30

+7

00

30

+8

00

30

+9

00

31

+0

00

31

+0

97

31

+1

10

31

+2

00

31

+3

00

31

+3

53

31

+4

67

31

+4

84

31

+6

00

31

+7

00

31

+7

50

31

+7

76

31

+8

00

31

+9

00

32

+0

00

32

+1

00

32

+1

08

32

+2

00

32

+3

00

32

+4

50

32

+4

70

32

+5

28

32

+6

00

32

+7

00

32

+8

00

32

+9

40

32

+9

64

33

+0

00

33

+0

13

33

+1

00

33

+2

00

33

+3

00

33

+4

00

33

+5

00

33

+6

00

33

+6

55

33

+7

00

33

+8

00

33

+9

00

34

+0

00

34

+1

00

34

+2

00

34

+2

04

34

+2

90

34

+3

40

34

+4

40

34

+5

40

34

+6

62

34

+6

40

34

+7

40

34

+8

40

34

+9

35

34

+9

40

C & G

EMB./EXC

SUB.

GSB 1

WMM. 1

DBM/DLC 1

BC/PQC 1 1 1 1 1 1 1 1 1 1

SHOULDER / SAUCER DRAIN DBM DBM DBM WMM 1st WMM Top

SHOULDER / SAUCER DRAIN DBM WMM TopWMM Top WMM Top WMM Top

BC/PQC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM

WMM.

GSB 1 1 1

SUB.

EMB./EXC

C & G

35

+0

00

35

+0

40

35

+1

40

35

+2

81

35

+2

40

35

+3

40

35

+4

44

35

+4

40

35

+5

95

35

+6

00

35

+7

00

35

+8

00

35

+9

00

35

+9

98

36

+0

00

36

+0

70

36

+1

70

36

+3

30

36

+4

00

36

+4

30

36

+5

00

36

+5

10

36

+6

00

36

+6

24

36

+7

00

36

+8

00

36

+8

92

36

+9

00

36

+9

89

37

+0

00

37

+1

00

37

+1

20

37

+2

00

37

+2

76

37

+3

00

37

+4

00

37

+5

00

37

+5

73

37

+6

00

37

+7

00

37

+7

60

37

+8

60

37

+9

70

38

+0

88

38

+1

00

38

+2

00

38

+3

00

38

+4

00

38

+5

00

38

+6

00

38

+6

65

38

+7

00

38

+7

70

38

+9

00

39

+0

00

39

+1

00

39

+2

00

39

+3

00

39

+4

00

39

+5

00

39

+6

00

39

+6

50

39

+7

00

39

+8

00

39

+9

00

40

+0

00

C & G

EMB./EXC

SUB.

GSB

WMM.

DBM

BC/PQC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SHOULDER / SAUCER DRAIN WMM Top W W W W

SHOULDER / SAUCER DRAIN WMM Top WMM Top

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

DBM 1 1 1 1 1 1 1

WMM. 1 1 1 1 1 1 1

GSB 1 1 1 1 1 1 1

SUB. 1 1 1 1 1 1 1

EMB./EXC 1 1 1 1 1 1 1

C & G 1 1 1 1 1 1 1

40

+0

00

40

+0

17

40

+1

00

40

+2

00

40

+2

42

40

+3

00

40

+4

00

40

+5

00

40

+6

00

40

+7

00

40

+8

00

40

+8

03

40

+9

00

41

+0

00

41

+1

00

41

+2

00

41

+3

00

41

+4

00

41

+5

00

41

+6

00

41

+7

00

41

+8

40

41

+9

00

42

+0

00

42

+1

00

42

+1

91

42

+2

00

42

+3

00

42

+4

00

42

+4

25

42

+5

00

42

+6

00

42

+7

00

42

+8

00

42

+9

00

43

+0

00

C & G 1 B 1 1 1 1 1 1

EMB./EXC 1 1 1 1 1 1 1

SUB. 1 1 1 1 1 1 1

GSB 1 1 1 1 1 1 1

WMM. 1 1 1 1 1 1 1DBM 1 1 1 1 1 1 1BC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SHOULDER / SAUCER DRAIN WMM Top WMM Top

SHOULDER

Reh

ab

ilit

ati

on

WMM Top DBM

WMM TopWMM Top WMM

WMM TopWMM TopWMM TopWMM Top

WMM TopWMM TopWMM Top

HP

DO

UB

LE

RO

W

RE

HA

BIL

AT

ION

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

SIN

GL

E R

OW

HP

DO

UB

LE

RO

W

DBM WMM 1st

Date -31.05.2018

BHADRAK

Chainage

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

BO

X C

EL

L

BO

X C

EL

L

PIP

E C

UL

VE

RT

PIP

E C

UL

VE

RT

SALABANI

Reh

ab

ilit

ati

on

BO

X T

YP

E B

RID

GE

BO

X C

EL

L

HATADHI

AMBAGADIA

Village Name

Village Name

Village Name

CHHENAPADI

BO

X C

EL

L

WMM Top

RHS

LHS

RHS

DBM

WMM Top

BO

X C

EL

L

BO

X C

EL

L

BO

X C

EL

L

BO

X C

EL

L

BO

X C

EL

L

Reh

ab

ilit

ati

on

Reh

ab

ilit

ati

on

Reh

ab

ilit

ati

on

WMM Top

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

PIP

E C

UL

VE

RT

HP

DO

UB

LE

RO

W

PIP

E C

UL

VE

RT

P

IPE

CU

LV

ER

T

WMM Top

WMM Top

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

WMM Top

“Widening of Strengthening of Existing Carriage Way to 2 lane road from Bhadrak-Anandpur Road


Chainage

SALABANI FAKIRPUR & ANANDPUR

EMB./ DBM

Chainage

BO

X C

EL

L

HP

DO

UB

LE

RO

W

CHORAGADIA BANCO Jn


HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

RE

HA

BIL

AT

ION

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

BO

X C

EL

L

LHS

HP

DO

UB

LE

RO

W

HP

SIN

GL

E R

OW

WMM 1st

DLCDLC BC WMM 1st

WMM WMM

WMM TopWMM Top

BC

LHS

RHS

WMM Top WMM Top

BO

X C

EL

L

PIP

E C

UL

VE

RT

PIP

E C

UL

VE

RT

Reh

ab

ilit

ati

on

Reh

ab

ilit

ati

on

BO

X C

EL

L

BO

X C

EL

L

BO

X C

EL

L

BO

X C

EL

L

BO

X C

EL

L

LEGENDS: GSB

C & G WMM.

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

PIP

E C

UL

VE

RT

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

BC WMM TopWMM TopWMM Top

SUB.

BO

X C

EL

L

SAUCER DRAIN

DBM

WMM 1st

WMM TopWMM TopWMM Top WMM 1st

BO

X C

EL

L

HP

DO

UB

LE

RO

W

HP

DO

UB

LE

RO

W

BO

X C

EL

L

BO

X C

EL

L

BO

X C

EL

L

BO

X T

YP

E B

RID

GE

Reh

ab

ilit

ati

on

WMM Top

WMM Top WMM Top WMM TopWMM TopWMM

DLC

PQC

Appendix 2: Progress Chart of Structures

S.No. Type of

CulvertRoad Chainage

Actual

Locations

Span

ArrangementExcavation PCC

Raft/Foundation

/Pipe Laying

Head

walls/WallsSlab Return wall

Railing/Crash

Barrier/Parapet

Floor Pitching/Stone

PitchingRemarks

1 BOX SH-53 0+350 0+350 1/22/0RHS in Progress & LHS

balance.Not Started Not Started

2 PIPE SH-53 0+545 0+545 2x1.0 NA NA NA Not Started




6 BOX SH-53 1+328 1+328 1/23/0 R/S return wall dismentaled.

7 Utility SH-53 1+740 1+740 1x.0.3


9 BOX SH-53 2+201 2+192 1/44/0 Anandpur side completed

10 BOX SH-53 2+354 2+346 1/23/0 R/S return wall completed


12 BOX SH-53 3+979 3+979 1/22/0 In Progress

13 BOX SH-53 4+411 4+411 1/33/0 Not Started








21 MINOR SH-53 10+016 10+016 1x8.0 Not Started


23 BOX SH-53 10+975 10+975 1/22/0






29 BOX SH-53 14+216 14+216 1/22/0









RHS completed & LHS balance.

RHS completed & LHS in progress

Not Started

Not Started

Not Started

Not Started

Not Started

Do

Do


Do

Do

Do

Completed

Do

Do

Do

Do

Completed

RHS completed & widening part in progress

Completed

Completed

RHS Head wall completed & LHS balance


Completed

Not Started

Bhadrak- Anandapur(SH 53) Road Project (Package P02)

Status of work (SH 53)

Do

Do

Do

Do

Do

Do

Do

Not Started

Completed

Completed

Completed

Completed

Completed

Completed

Completed



S.No. Type of


Actual

Locations

Span


Raft/Foundation

/Pipe Laying

Head


Railing/Crash

Barrier/Parapet


PitchingRemarks




41 SLAB SH-53 25+253 25+253 1x1.50 Not Started







48 PIPE SH-53 27+130 27+120 3X1.0 NA NA NA Not Started



51 PIPE SH-53 31+776 31+776 2x1.0

52 PIPE SH-53 32+108 32+108 1/22/0 NA NA NA Not Started


54 REHAB SH-53 32+850 32+850 Rehab.








62 BOX SH-53 35+444 35+444 1/23/0

63 BOX SH-53 35+595 35+595 1/34/0

64 BOX SH-53 35+998 35+998 1/34/0

65 BOX SH-53 36+430 36+430 1/23/0

66 BOX SH-53 36+510 36+510 1/34/0

67 BOX SH-53 36+624 36+622 1/44/0

68 BOX SH-53 36+892 36+892 3X3M Not Started




72 MINOR SH-53 37+573 37+576 2x6.0m Completed Not Started Not Started

73 BOX SH-53 38+088 38+088 1/34/0 In progress Not Started



Do

Completed

Completed

Completed

Do

Completed Not Started

Not Started

Not Started

Completed

Do

Do

Do

Not Started

Do

Completed

Completed

Do

Do

Do

Do

Do

Do

Do

Do

Do

Not StartedCompleted

Deleted.

completed

Completed

Not Started

Do

Do

Do

Completed

Completed

Completed

Completed

Completed

Completed

Do

Completed

Completed

S.No. Type of


Actual

Locations

Span


Raft/Foundation

/Pipe Laying

Head


Railing/Crash

Barrier/Parapet


PitchingRemarks




79 MINOR SH-53 11+407 11+399 2X8.0 In Progress

80 BOX SH-53 11+500 11+500 1/23/0 Completed


82 Utility SH-53 11+950 11+950 1x0.3



85 Reptile SH-53 17+200 17+200 1x1.0 & 4x0.3

86 MINOR SH-53 17+275 17+275 3x9.0

87 BOX SH-53 17+500 17+500 1/34/0

88 MINOR SH-53 17+830 17+830 3x3 m





93 REHAB SH-53 18+879 18+879 2/63/0


95 BOX SH-53 20+426 20+426 1/33/0 Not Started Not Started Not Started

96 BOX SH-53 20+450 20+450 In Progress B/S Not Started Not Started

97 BOX SH-53 20+648 20+648 1/43/0

98 Utility SH-53 20+810 20+810 1x0.3








106 REHAB SH-53 30+638 30+635 2/33/0



109 REHAB SH-53 31+100 31+100 1/33/0

110 Reptile SH-53 41+100 41+100 1x1.0 & 4x0.3





Not Started

Not Started

Not Started

Not Started

Not Started

Completed

Not Started

Not Started

Deleted.

Completed

Not Started

Completed

Completed

Completed

Completed

Completed

Completd

Completed

In Progress

Not Started

Completed

Completed

Completed

Completed

Completed Not Started

Completed

Not Started

Completed

In Progress

Completed

Completed

LHS completed & RHS in progress.

Completed

Completed

Completed

In Progress Not started

Completed

Completed

In Progress

Completed

Appendix 3: Status of Utilities and Encumbrances

From To Tree EP R&R RWSS

1 0+000 1+000 Bonth Chak 5 1

2 1+000 2+000 Bagurai 2

3 2+000 3+000 Bagurai 1 1 5

4 3+000 4+000 Randia 1

5 8+000 9+000 Barpada 1

6 13+000 14+000 Palasa 2

7 17+000 18+000 Tilo 27 10 2

8 19+000 20+000 Bonth 1

9 20+000 21+000 Bonth 1

10 24+000 25+000 Orali Chhaka 1

11 26+000 27+000 Basantia 1

12 27+000 28+000 Mareigaon 1

13 29+000 30+000 Hatadihi 4 5 1

14 31+000 32+000 Chhenapadi

15 32+000 33+000 Chorgadia 1

18 42+000 43+000 Anandpur Junction 8

37 33 12 0

SUMMARY OF ENCUMBRANCES - P02 as on 31.05.2018

Remarks

Total =

S. No.

Chainage

Name of Village

Encumbrances (in numbers)

Name of Work : -Bhadrak-Anandpur Road (Km. 0/0 to Km. 43/0 of SH-53, Balance Works)

Package No.- OSRP-CW-ICB-P02

Side

Offset

from

C/L (m)

Sound Unsound

1 1+466 LHS 9 Neem 230 - √

2 1+503 LHS 9.2 Neem 130 - √

3 2+530 RHS 4 Arjun 250 - √

4 13+468 RHS 5.25 Boula 40 5 - 16 √

5 13+498 RHS 5.5 Coconut Tree 50 5 - 15 √

6 17+080 LHS 1.2 Mango 150 10 - 1 (New) √

7 17+083 LHS 1 Mango 170 10 - 2 (New) √

8 17+083 LHS 4 Mango 310 15 - 3 (New) √

9 17+097.5 RHS 2 Mango 130 7 - 4 (New) √

10 17+103 RHS 1.5 Mango 150 5 - 5 (New) √

11 17+104 LHS 4.5 Mango 180 7 - 6 (New) √

12 17+260 LHS 5 Hinjala 80 5 - 7 (New) √

13 17+260 RHS 5 Hinjala 110 5 - 8 (New) √

14 17+330 RHS 4 Coconut Tree 95 8 - 9 (New) √



17 17+335 LHS 3 Coconut Tree 80 8 - 12 (New) √

18 17+337 LHS 4.5 Coconut Tree 90 8 - 13 (New) √

19 17+350 LHS 4 Mango 60 4 - 14 (New) √

20 17+350 RHS 3.5 Misc. 90 5 - 15 (New) √

21 17+358 RHS 3.9 Puntia 1.3 8 - 16 (New) √

22 17+358 LHS 4.4 Puntia 40 5 17 (New)



25 17+428 RHS 5.4 Coconut Tree 80 15 - 21 (New) √

26 17+429 RHS 2.7 Coconut Tree 95 18 - 20 (New) √

27 17+435 RHS 5 Puntia 50 5 22 (New)

28 17+435 LHS 2 Misc. 100 5 23 (New)


30 17+545 LHS 5 Bar 5 10 - 25 (New) √

31 17+570 RHS 3 Puntia 1 8 - 26 (New) √

32 17+643 LHS 5 Aswastha 500 15 -19 (Old)

27 (New)√

33 27+445 RHS 6 Coconut Tree 100 6 - 2 √

34 29+865 LHS 6 Coconut Tree 100 6 - 13 √

35 29+866 LHS 6 Coconut Tree 100 6 - 14 √

36 29+867 LHS 6 Coconut Tree 100 6 - 15 √

37 29+870 LHS 6 Coconut Tree 100 6 - 16 √

Grand Total No.s of Trees = 37

Total No.s of Trees = 32

Remark

B. Stretch of Road- Basantia to Anandpur (from Km 26+100 to Km 43+000) of SH 53 (Ghatagaon Div.)

Total No.s of Trees = 05

Tillo

Required for

Four laning from

Km. 0+200 to

Km. 2+000

Trees - P02 as on 31.05.2018

A. Stretch of Road- Bhadrak to Basantia (from Km 00+000 to Km 26+100) of SH 53 (Bhadrak Div.)



S. No. Chainage

Location

SpeciesGirth

in cm.

Height

in m

If marked

mention

'Yes'

If unmarked -

mention

'No.'

Condition

S. No.Name of

Village Chainage

Side

(LHS/RHS)

Offset

from PCL

(M)

Electric Post

(Active/

Dead)

Description of

EncumbrancesRemarks

1 +200 LHS 8.50 4

2 +270 RHS 10.86 1 Transformer

3 2+530 RHS 3.50 1

4 Barapada 8+490 RHS 7.3 1 Junction AreaMCW construction

completed.

5 17+388 LHS 1.6 1

6 17+430 LHS 5.5 1

7 17+435 LHS 1.3 1

8 17+555 LHS 4 1

9 17+578 LHS 1.9 1

10 17+578 RHS 1.7 2 Transformer

11 17+587 LHS 2.6 1

12 17+601 LHS 1.3 1

13 17+623 RHS 5 1

14 Bonth 19+895 RHS 6.5 1Transformer with

Concrete Base.

15 Basantia 26+031 RHS 6 1Required to be shifted for

safe working space

Total 19

16 29+125 RHS 5.8 1 MCW construction completed.

17 29+180 RHS 6.1 1 MCW construction completed.

18 29+368 RHS 6 1 New EP MCW construction completed.

19 29+457 RHS 6 1 Dead MCW construction completed.

20 29+520 RHS 6 1 MCW construction completed.

21 Chenapadi 32+292 LHS 6 1 New EP

22 Anandpur 42+300 LHS 8

6 nos. Electric Poles

and 2 nos. of

Transformer).

New poles Erected. Shifting of

wire yet to be start

14

33

Electric Poles - P02 as on 31.05.2018

Grand Total

A. Stretch of Road- Bhadrak to Basantia (from Km 00+000 to Km 26+100) of SH-53 (Bhadrak Div.)

B. Stretch of Road- Basantia to Anandpur (from Km 26+100 to Km 43+000) of SH-53 (Ghatagaon Div.)

Hatadihi

Total

Required for Four laning

from Km. 0+200 to Km.

2+000



Tillo

Bhadrak

From To

1 +220 RHS 9 1 Hand Pump

2 2+090 2+150 RHS 5.5 to 12 1 House with Fencing

3 2+430 2+440 RHS 5 to 6 2 Temporary Shop & House

4 2+540 RHS 1 1 Shop

5 2+570 2590 RHS 2.9 to 3.6 1 Building with Boundary wall

6 Randia 3+922 3+963 RHS 6.2 1Nayanjori, Boundary wall

with gate and HouseLand Problem

7 17+360 17+380 LHS 5.8 1 House

8 17+437 LHS 3.2 1 Hand Pump

9 Bonth 20+180 20+250 RHS 3 - 6.5 1 House (5 nos.)

10 Orali 24+200 RHS 5.2 1 Basement with Column MCW construction completed

11

11 Hatadihi 29+000 29+100 LHS 4.4 1 Medical Shop Work to be carried out in available

space.

Total 1

Grand Total 12

Tillo

A. Stretch of Road- Bhadrak to Basantia (from Km 00+000 to Km 26+100) of SH 53 (Bhadrak Div.)

B. Stretch of Road- Basantia to Anandpur (from Km 26+100 to Km 43+000) of SH 53 (Ghatagaon Div.)

4 Lane Location

Bhadrak

R&R - P02 as on 31.05.2018

Total

S.

No.Name of Village

ChainageSide

(RHS/LHS)

Offset From

PCL (M)

No. of

R&R

Description of

EncumbrancesRemarks



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