monthly progress report · 2020. 2. 12. · monthly progress report june, 2018 widening &...

GOVERNMENT OF ODISHA WORKS DEPARTMENT

ODISHA STATE ROADS PROJECT

Construction Supervision for the balance work of Widening of Strengthening

of Existing Carriage Way to 2 lane road for Bhadrak-Pirhat Road (0/000 Km. to

27/500 of SH-9 (Balance work)- Package OSRP-Bal-P02A

MONTHLY PROGRESS REPORT

LEA Associates South Asia Pvt. Ltd., New Delhi

June, 2018

ICB Package OSRP-Bal-P02A under Civil Works Agreement No.- 4 of 2016-17

of 30

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 1.6 MILESTONES .................................................................................................................................................... 6

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

2.1 PROGRESS OF ROAD WORK ......................................................................................................................... 7 2.2 PROGRESS OF CD WORKS AND STRUCTURE:- .......................................................................................... 7 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 ‘BALANCE TIME’......................................................................................................... 12 2.8 ‘WORK DONE’ V/S ‘BALANCE WORK’.......................................................................................................... 12 2.9 FORECAST FOR NEXT MONTH- ................................................................................................................... 13 2.10 STATUS OF EXTENSION OF TIME................................................................................................................ 14

CHAPTER 3. FINANCIAL PERFORMANCE .......................................................................................................... 15

3.1 MONTH WISE FINANCIAL PROGRESS ......................................................................................................... 15 3.2 MOBILIZATION ADVANCE ............................................................................................................................. 16 3.3 STATEMENT OF IPC ...................................................................................................................................... 16

CHAPTER 4. STATUS OF RISK ............................................................................................................................. 17

4.1 HANDING OVER OF SECTION ...................................................................................................................... 17 4.2 STATUS OF UTILITY SHIFTING ..................................................................................................................... 17 4.3 ANY OTHER ISSUE;- ...................................................................................................................................... 17 4.4 RISK INVOLVED ............................................................................................................................................. 17

CHAPTER 5. ENVIRONMENTAL MONITORING AND SAFETY ........................................................................... 18

5.1 ENVIRONMENT MANAGEMENT PLAN ......................................................................................................... 18 5.2 ROAD SAFETY ............................................................................................................................................... 20

CHAPTER 6. VARIATION AND CHANGES ........................................................................................................... 21

6.1 SUMMARY OF CHANGE ORDER .................................................................................................................. 21

CHAPTER 7. QUALITY CONTROL AND QUALITY ASSURANCE ....................................................................... 24

7.1 TESTS CONDUCTED ..................................................................................................................................... 24

CHAPTER 8. MOBILIZATION ................................................................................................................................. 26

8.1 CONSULTANT’S TEAM .................................................................................................................................. 26 8.2 CONTRACTOR’S PROPOSED TEAM ............................................................................................................ 26 8.3 STATUS OF PLANT AND EQUIPMENT OF CONTRACTOR ......................................................................... 27

CHAPTER 9. VISITS AND MEETINGS ................................................................................................................... 28

CHAPTER 10. IMPORTANT CORRESPONDENCES DURING THE MONTH ......................................................... 29

10.1 SUBMISSIONS AND APPROVALS ................................................................................................................. 29 10.2 CORRESPONDENCES ................................................................................................................................... 29

CHAPTER 11. WEATHER DURING THE MONTH ................................................................................................... 30

Monthly Progress Report June, 2018 Widening & Strengthening of Existing Carriage Way to 2 lane road for Bhadrak-Pirhat Road (0/000 Km. to 27/500 of SH-9 (Balance work)- Package OSRP-Bal-P02A)

ODISHA WORKS DEPARTMENT

Page 2 of 30

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

of 30

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–Pirhat (SH-9) Section from Km. 0/000 to Km. 27/500 is a part of Chandbali–Bhadrak–

Anandpur Road Project (88 Km). The road section Bhadrak–Pirahat starts from Chainage 0/000 Km.

at Bhadrak and ends at Km. 27/500 at Pirahat, in this Bhadrak is district headquarter.

The total length of the project road is 27.500 Km. the road passes completely through plain terrain.

Major stretch of the road is located in the District of Bhadrak. This stretch passes through major hu-

man settlements as Bhadrak, Tihidi & Pirhat.

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



Page 4 of 30

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 30

1.4 PROJECT DETAILS

Package No.: OSRP-CW-ICB-P02A

Name of Work: Construction for Widening & Strengthening of Existing Car-riageway to 2-Lane Road from Bhadrak to Pirhat (Km.0/0 to Km.27/500 of SH-9) (Balance Works)

Contractor M/s. Fortune Group

Project Length: 27.500 Km.

Contract Value :- Rs. 79,32,67,447.00

Period of Construction :– 18 months

Date of Commencement of Work :– 16th November 2016

Scheduled Date of Completion :- 15th May 2018

Progress (Financial) Achieved till June’ 2018:- 74.50% (Excluding mobilization advance)

1.5 SALIENT FEATURES

1.5.1 Highways

Total Length of Project Corridor– 27.50 Km.

Type of Carriageway Flexible 12.760 Km., Rigid - 14.740 Km.

Roadway Width 12.00 -14.00 m.

Carriageway Width 7.00 to 10.50 m.

Bus Bays and Bus Shelter 23 No.s

Toll Plaza Deleted

Junctions 12 No.s

1.5.2 Structures

S. No. Structures Type No.s

A. New Construction

1 Box Type Minor Bridge 1

2 Box Culvert 7

3 Hume Pipe Culvert 2

4 Rehabilitation works 2

5 Utility 9

Total 21

B Balance works to be done

1 Box Type Minor Bridge 6

2 Box Culvert 21

3 Hume Pipe Culvert 22

4 Slab 1

Total 50

Grand Total 71

As per Contract total scope of utilities are 23 no.s.Out of this, 10 no.s cannot be

executed as road work completed in previous Contrac, 5 no.s cancelled for local

issues and 1 no. added additional. Utility = (23-10-5+1) = 9



Page 6 of 30

1.5.3 Crust Details

Flexible Pavement GSB 200 mm.

WMM 250 mm

DBM 75 mm.

BC 40 mm.

Total Crust Thickness 1065 mm.

Rigid Pavement

GSB 150 mm.

DLC 150 mm.

CC Pavement 300 mm.

Total Crust Thickness 1100 mm.

1.6 MILESTONES

Section Name Period up to which these

sections are to be achieved.

Delay damages for not achieving these Section

Section – I (20 Km) 14 (Fourteen) Months from commencement of work.

Rs. 1,65,000/- per day of delay

Section – II (7.5 Km) 18 (Eighteen) Months from commencement of work.

Rs. 1,80,000/- per day of delay

Scheduled time of completion:- 18 (Eighteen) months from the date 16.11.2016.

CHAPTER 2. PHYSICAL PERFORMANCE AND PROGRAMME OF

WORK

of 30

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 27.500 14.675 12.825 12.820 0.000 12.820 0.005

RHS 27.500 15.045 12.455 12.290 0.110 12.400 0.055

2 Subgrade LHS 27.500 14.245 13.255 13.040 0.000 13.040 0.215

RHS 27.500 14.515 12.985 12.570 0.060 12.630 0.355

3 GSB LHS 27.500 14.245 13.255 13.010 0.000 13.010 0.245

RHS 27.500 13.915 13.585 13.150 0.150 13.300 0.285

4 WMM LHS 12.760 12.758 0.002 0.000 0.000 0.000 0.000

RHS 12.760 12.758 0.002 0.000 0.000 0.000 0.000

5 DBM LHS 12.760 12.758 0.002 0.000 0.000 0.000 0.007

RHS 12.760 12.758 0.002 0.000 0.000 0.000 0.007

6 BC LHS 12.760 12.753 0.007 0.000 0.000 0.000 0.007

RHS 12.760 12.753 0.007 0.000 0.000 0.000 0.007

7 DLC LHS 14.740 1.485 13.255 13.010 0.000 13.010 0.245

RHS 14.740 1.105 13.635 13.050 0.200 13.250 0.385

8 PQC LHS 14.740 1.425 13.315 12.940 0.055 12.995 0.320

RHS 14.740 0.940 13.800 13.090 0.186 13.276 0.524

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 Side

No. Completed

No. In Progress

Total

1 Minor Bridge

07 06 01 LHS 01 0 01 0

RHS 01 0 01 0

2 Slab

Culvert 01 01 0

LHS 0 0 0 0

RHS 0 0 0 0

3 Box

Culvert 28 21 07

LHS 06 1 07 0

RHS 06 0 06 01



Page 8 of 30

4 HP Culvert 24 22 02 LHS 02 0 02 0

RHS 02 0 02 0

5 Utility 09 0 09 LHS 03 05 08 01

RHS 03 05 08 01

6 Rehabilita-

tion & Widening

02 0 02 LHS 0 0 0 02

RHS 0 0 0 02

Total 71 50 21 LHS 12 06 18 03

RHS 12 05 17 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 execut-ed as

per BOQ

Re-mark

Up to Pre-vious Month May'18

During the Month

June'18 Total

1

Earthwork in Embankment (Sand & Soil Filling)

Cum 120634 61084.94 228.00 61312.94 59321.06

2 Subgrade Cum 135390 122186.05 545.00 122731.00 12659.00

3 GSB Cum 36286 29774.26 142.35 29916.61 6369.39

4 WMM Cum 2711 0.00 0.00 0.00 2711

5 DLC Cum 24253 20042.81 130.50 20173.30 4079.70

6 PQC Cum 48505 40511.98 327.00 40838.97 7666.03

76% 75% 77% 79%

0%

82% 82%

13%

46%

0%20%40%60%80%

100%120%

PERCENTAGE OF WORK

BOQ ITEMS

BOQ Vs ACHIEVED - Financial Progress

BOQ /ESTIMATED EXECUTED



Page 9 of 30

PIE CHART

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

Site Clearance, 0.10%

Earthwork, 15.41%GSB, 11.24%WMM, 0.84%

PMC, 0.32%

DLC, 10.23%

PQC, 41.17%Culverts, 3.02%

Bridges, 1.22% Road Safety & Amenities, 4.79%

Protective Work, 7.98%

Repair & Maintenance, 0.75%

EMM, 2.88%Dayworks (Labour,

Material & Equipment), 0.06%

Figure 2-1: Weightage of Major Construction Items



Page 10 of 30

2.4 PROGRESS PHOTOGRAPHS

PQC is in progress at Ch. 11+320, RHS in progress at Ch. 12+490, RHS

PQC is in progress at Ch. 12+580, RHS Wall 1st lift Deshuttering is in progress at Ch.

0+003, LHS



Page 11 of 30

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 maintenance work is being done by the Contractor.

2.6 PROGRAMME OF WORK

The Contractor has given next two month’s individual work programme from July’18 to August’18 for an

amount of Rs.2.17 Cr. & Rs. 2.23 Cr. respectively.

Planned V/s Achieved (June'18)

S. No.

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

Achieved in June'18 (B/S)

Shortfall in June'18 (B/S) Remark

Road Work

1 C & G Hect. 0.03 0.00 0.03

2 Embankment Cum. 1236.50 228.00 1008.5

3 Subgrade Cum. 2015.00 545.00 1470.00

4 GSB Cum. 604.50 142.35 462.15

5 WMM Cum. 0.00 0.00 0.00

6 DBM Cum. 0.00 0.00 0.00

7 DLC Cum. 647.25 130.50 516.75

8 PQC Cum. 1365.00 327.00 1038.00

9 Saucer drain Lm 420.00 0.00 420.00

10 Stone pitching on

embankment Cum. 54.00 0.00 54.00

Structure Work

1 Box Culvert No.s 1.00 0.00 1.00 Work in progress.

2 Minor Bridge No.s - - -

3 HPC No.s - - -

4 Earth filling

quadrant por-tion

Cum 67.85 0.00 67.85

5 Back filling Cum 90.20 0.00 90.20

6 Filter media Cum 16.65 0.00 16.65

7 Filter media under stone

pitching

Cum 37.00 0.00 37.00

8 Wearing course

Sqm. 43.50 0.00 43.50

9 Painting of

Culvert No. 8.0 0.00 8.0

10 Stone Flooring Cum. 67.50 0.00 67.50

The plan for the month of June'18 was for Rs. 2.14 Cr. and the achieved progress (work done) is of Rs

0.37Cr. Thus shortfall in progress for the June'18’ is Rs 1.77 Cr.



Page 12 of 30

S. No.

Planned Amount (June'18)

Achieved Amount (June'18)

Shortfall

1. 2.14 Cr.(as per work programme) 0.37 Cr. 1.77 Cr.

2.7 ‘TIME ELAPSED’ V/s ‘BALANCE TIME’

A chart showing the ‘Time Elapsed’ since the commencement date of the Project i.e. from 16th

Nov.’2016

to till June’18 and the ‘Balance Time’ from June’18 to till the completion by 15th May.’18 is given below

in Figure 2-2. Shows time has been fully elapsed. Contractor has applied for EOT, which is under re-

view/scrutiny of the Engineer.

Time Elapsed, 545 Days

(18 Months)

TimeRemaining,

0 Days(0.0 Months)

Figure 2-2: Time Elapsed Vs Time Remaining Total Duration of the Project (Construction Phase) - 545 Days (18 Months)

2.8 ‘WORK DONE’ V/s ‘BALANCE WORK’

A chart showing the ‘Work Done’ since the commencement date of the Project i.e. from 16th

Nov.’2016 to

till June’18 and the ‘Balance Work’ from June’18 to till the completion by 15th May.’18 is given below in

Figure 2-3.



Page 13 of 30

74.50%

25.50%

)00.447,67,32,79Project Cost (Rs.

Total Work Done

Balance Work

Figure 2-3: Work Done Vs Balance Work Total Cost of the Project (Construction Phase) – Rs. 79,32,67,447

2.9 FORECAST FOR NEXT MONTH-

The work programme for the July’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 June'18 as per BOQ

Quantity Planned to be Executed during

July’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 59321.06

1140.00 6.76

2 Sub grade Cum 12659.00 2816.25 19.68

3 GSB Cum 6369.39 827.85 20.33

4 WMM Cum 2711.00 0.00 0.00

5 DLC Cum 4079.70 742.80 24.85

6 PQC Cum 7666.03 1312.73 88.39

7 Concrete (M-15) Cum 2950.10 0.00 0.00

8 Hume Pipe laying LM 944.50 0.00 0.00

9 Reinforcement MT 0.94 0.00 0.00

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

Cum 275.82 0.00 0.00

11 Saucer Drain LM 9330.00 530.00 15.71



Page 14 of 30

12 Earth filling

quadrant portion Cum 3008.00 52.35 0.13

13 Back filling Cum 332.00 10.20 0.11

14 Filter media Cum 460.00 4.95 0.08

15 Stone pitching on

embankment Cum 1731.00 62.20 1.05

16 Filter media under

stone pitching Cum 1001.00 34.40 0.20

17 Rubble stone

flooring Cum 1531.00 65.70 2.78

18 Wearing Course Sqm 4673.00 29.00 0.16

19 Painting of culvert

No. No. 122.00 8.00 0.02

20 Miscellaneous - - - 36.75

Total (a) 217.00

Total Planning (a) for July’2018

(Highway & Structure) 217.00

2.10 STATUS OF EXTENSION OF TIME

The stipulated completion date of the project is 15.05.2018, and commencement date of the project is

16.11.2016 .The Project work could not be completed with the stipulated contract period and Contractor

has applied for the EOT for the completion of balance work. The EOT is under review of the Engineer.

CHAPTER 3. FINANCIAL PERFORMANCE

of 30

Chapter 3. Financial Performance

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

1. Contract Price – INR 79,32,67,447.00

2. Value of work done – INR 59,10,08,476.00

3. Mobilisation Advance – INR 3,96,63,372.00

4. Total (2+3) – INR 63,06,71,848.00

5. Percentage of Financial Progress – 74.50 % (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. Con-tract Price

1 31-Oct-16 - - - -

2 30-Nov-16 39,18,931.00 0.49 39,18,931.00 0.49

3 31-Dec-16 2,41,92,243.00 3.05 2,81,11,044.00 3.54

4 31-Jan-17 3,88,21,533.00 4.89 6,69,33,510.00 8.44

5 28-Feb-17 4,54,39,923.00 5.73 11,23,72,500.00 14.17

6 31-March-17 4,47,65,381.00 5.64 15,71,37,881.00 19.81

7 30-April-17 3,86,64,318.00 4.87 19,58,02,199.00 24.68

8 31-May-17 4,02,09,841.00 5.07 23,60,12,040.00 29.75

9 30-June-17 3,24,58,680.00 4.09 26,84,70,720.00 33.84

10 31-July-17 1,75,41,550.00 2.21 28,60,12,270.00 36.05

11 31-Aug-17 2,08,83,821.00 2.63 30,68,96,091.00 38.69

12 30-Sept-17 2,74,01,652.00 3.45 33,42,97,742.00 42.14

13 31-Oct-17 2,41,30,138.00 3.04 35,84,27,880.00 45.18

14 30-Nov-17 3,39,21,460.00 4.27 39,23,49,340.00 49.46

15 31-Dec-17 3,16,73,646.00 3.99 42,40,22,986.00 53.45

16 31-Jan-18 3,69,19,475.00 4.65 46,09,42,461.00 58.11

17 28-Feb-18 3,41,51,109.00 4.30 49,50,93,570.00 62.41

18 31-March-18 4,07,76,525.00 5.14 53,58,70,095.00 67.55

19 30-April-18 3,07,36,643.00 3.87 56,66,06,738.00 71.43

20 31-May-18 2,06,07,587.00 2.60 58,72,14,325.00 74.02

21 30-June-18 37,94,151.00 0.48 59,10,08,476.00 74.50



Page 16 of 30

3.2 MOBILIZATION ADVANCE

Item Net Amount Paid

(Rs.)

Cumulative

Amount Paid

(Rs.)

Remarks

1st Mobilisation Advance 1,98,31,686.00 1,98,31,686.00

2nd

Mobilisation Advance 1,98,31,686.00 1,98,31,686.00

Total : 3,96,63,372.00

Amount of Advance recovered up to 30th Jun.’18 (in INR): 3,96,63,372.00

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 Nov.’2016 3.92 3.92 0.69 3.23 3.23 3.92

2 02 Dec.’2016 24.19 24.19 4.50 19.69 22.92 28.11

3 03 Dec.’2016 19.83 19.83 0.39 19.44 42.36 47.94

4 04 Jan.’2017 38.82 38.82 8.05 30.77 73.12 86.76

5 05 Feb.’2017 45.44 45.44 8.50 36.94 110.06 132.20

6 06 Mar.’2017 44.76 1.43 46.19 8.65 37.54 147.61 178.39

7 07 April.’2017 38.66 3.92 42.58 8.05 34.53 182.13 220.97

8 08 May’2017 40.21 40.21 10.46 29.75 211.88 261.18

9 09 June’2017 32.46 32.46 8.50 23.96 235.85 293.64

10 10 July’2017 17.54 2.14 19.68 4.66 15.02 250.86 313.32

11 11 Aug.’2017 20.88 20.88 5.02 15.86 266.73 334.20

12 12 Sept.’2017 27.4 27.4 6.54 20.86 287.58 361.60

13 13 Oct.’2017 24.13 24.13 5.77 18.36 305.95 385.73

14 14 Nov.’2017 33.92 33.92 7.66 26.26 332.21 419.65

15 15 Nov.’2017 19.83 19.83 0.39 19.44 351.64 439.48

16 16 Dec.’2017 31.67 31.67 4.51 27.16 378.80 471.15

17 17 Jan.’2018 36.91 5.15 42.06 5.62 36.44 415.24 513.21

18 18 Feb.’2018 34.15 34.15 4.74 29.41 444.65 547.36

19 19 Mar.’2018 40.78 40.78 5.74 35.04 479.69 588.14

20 20 April.’2018 30.74 7.06 37.80 5.15 32.65 512.34 625.94

21 21 May.’2018 14.75 14.75 2.66 12.08 524.42 640.69

22 22 Jun.’2018 Bill not claimed by contractor for the month of June’2018

CHAPTER 4. STATUS OF RISK

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Chapter 4. Status of Risk

4.1 HANDING OVER OF SECTION

As stipulated in the Contract, Section-1 & 2 of the road (SH9) has been handed over to the Contractor

on 20.10.2016 & on 10.0.2017 respectively. The Contractor had to examine it and inform the Employ-

er the details of encumbrances at site if any within two weeks of the handing over.

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 June’18

Balance

Remained for Removal

Section-I

Trees (upto 6m) 02 0 02

Trees (upto 6-7m) 0 0 0

Electric poles 0 0 0

R&R 01 0 01

Section-II

Trees (6m) 0 0 0



R&R 01 0 01

Total

Trees (6m) 02 0 02



R&R 02 0 02

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 07th Oct.’2016 for the balance work of Bhadrak-

Pirhat section of SH9. The work programme was prepared and submitted by the Contrac-

tor for the month of Nov.’16 to August’18.

The work planned for June’18 was for Rs. 2.14Cr. While, the achieved work done is Rs. 0.37 Cr. (with a short fall is Rs. 1.77 Cr.). The Contractor could not achieve the planned progress as per work programme given in June’18 mainly due to rains, water logging of borrow areas of soil and moorum, shortage in procurement of materials due to inaccessi-bility of the approach roads to borrow areas, shortage of labour gangs etc. This has af-fected the construction of SG, GSB and DLC layers. The PQC work has also suffered dur-ing the month due to the unseasonal rains.

4.4 RISK INVOLVED

The progress has been slow during the month mainly due to the rains. This will further delay the completion of work.

CHAPTER 5. ENVIRONMENTAL MONITORING AND SAFETY

of 30

Chapter 5. Environmental Monitoring and Safety

5.1 ENVIRONMENT MANAGEMENT PLAN

S. No.

Environmental

Issue/ Aspect Management Measures

1 Tree Cutting Tree cutting is being done by the forest department along with a

NGO.

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 10.03.2016.

3 Location and Installation of Crushers, Hot Mix Plants and Batching Plants

The Contractor has submitted Consent to Operate (CTO) from OSPCB but not submitted yet the Consent to Establish (CTE) from OSPCB for Batching Plants 1 and 2 of SH-09 Camp.

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

Contractor has submitted his proposed location plan of base camp at SH-09 and approval has been accorded as per the requirement of Environment Management Plan (EMP) by the Engineer.

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 some of the construction vehicles, equipment and machineries have been submitted to Engineer.

6

Identification, Operation and Rehabilitation of Bor-row Areas

The Contractor had identified soil borrow area no.s 1 & 2 in village Kamaria at Ch. 20+800 (RHS) of SH-09 and submitted documents to Engineer for approval of Borrow Areas At present, the borrow areas are closed and rehabilitation works have also been done.

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 m

3/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 m

3/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 m

3/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 Preservation of Top Soil

Top soil had been stacked and preserved at construction and borrow area site during operation.

The exhausted borrow areas are closed, rehabilitation works have been done.

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

camp:-

Contractor has hired the labour shelters/dwelling units outside the



Page 19 of 30

S. No.

Environmental


base camp at Ch. 15+800 (SH-09) for labourers with basic amenities

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

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

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

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 at camp area of SH-09.

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 Contractor has arranged traffic safety as per submitted Traffic Management Plan.

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 equipments:-

The Contractor has taken precautions for electrical cables, wires and equipment at base camp SH-09.

Readily available first aid kits:- The contractor has arranged first aid box at base camp’s office, laboratory and at store room of SH-09.

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.

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-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



Page 20 of 30

S. No.

Environmental


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 SH09.

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 cleaned up the channels wherever it is required before onset of monsoon.

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:-

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

Contractor has yet to identify site for bio-degradable waste disposal at SH-09 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 SH09.

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 30

Chapter 6. Variation and Changes

6.1 SUMMARY OF CHANGE ORDER

The commencement date of the project is 16.11.2016. While, the following variation/change orders

have been initiated so far, details of these are being tabulated here as under;

of 30

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

Approximate Cost

(Rs. in Cr.)

% of increase/ Decrease on

Contract Amount

Cost (Rs. in Cr.)

% of Increase/ De-crease on Contract

Amount

Cumulative Cost after

this Change

% of increase/ Decrease on

Contract Amount

(Change Request No. 01) Change in Span arrangement to size 2/33/0 of minor bridge at Ch. 1+759

-0.11 -0.14% 0.00 0.00% -0.11 -0.14%

(Change Request No. 02) New Item

(i) Maintenance of road with BUSG 0.30 0.38%

-0.11 -0.14% 0.32 0.40% (ii) Item 4.03, Close Graded Premix Mixed Seal Surfacing

0.13 0.16%

(Change Request No. 03) New Item Subgrade Construction (With Granite Stone Dust )

0.45 0.56% 0.32 0.40% 0.77 0.97%

(Change Request No. 04) New Item Subgrade Construction (With Granite Stone Dust )

0.38 0.48% 0.77 0.97% 1.15 1.44%

(Change Request No. 05)

Construction of 4-lane road from Ch. 0+000 to Ch. 0+620

1.31 1.65% -8.74 -11.02% -7.43 -9.37%

(Change Request No. 06)

Construction of 4-lane from SH-09 to Bhadrak town 390 m. and 878 m. towards NH-16

8.14 10.26% -7.43 -9.37% 0.71 0.89%



Page 23 of 30

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

(%)

1

New Item No.1

Maintenance of road with BUSG

Sqm. Nil 11710.27 11710.27 Nil 30,39,989 100 0.38

4.03 Close graded pre-

mix mixed seal sur-facing

Sqm 12718.00 6386.61 19104.61 2154429.20 3236320.20 50.22 0.14

2

9.08(i) With new material

(Thickness 150mm.) Cum 2500 3696.78 6196.78 3811500.00 9447612.00 147.87 0.71

9.08(ii)

With salvaged mate-rial obtain from dis-mantling roadway and /or diversion

(Thickness 150mm.)

Cum 2500 325.21 2825.21 317625.00 358943.00 13.01 0.01

Cost of Change (Revised BOQ Amount – BOQ Amount) 97,99,307.00

Total % over Contract Amount for all proposals 1.24%

CHAPTER 7. QUALITY CONTROL AND QUALITY ASSURANCE

of 30

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 01 Nil -

2 LL PI 01 Nil -

3 GSA 01 Nil -

4 FSI 01 09 -

5 CBR 00 Nil -

B FDD

1 Embankment control Tests

20 Nil -

2 Tests in Sub grade 40 Nil -

3 Tests in GSB 06 Nil -

4 Tests in DLC 06 Nil -

C AGGREGATE

C.A. (Gradation) 15 Nil -

F.A. (Gradation) 15 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 10 (Sets) Nil -


M40 (RCC)

7 Days 0 (Sets) Nil

28 Days 0 (Sets) Nil



Page 25 of 30

M35

7 Days 0 (Sets) Nil

28 Days 0 (Sets) Nil

M25

7 Days 03 (Sets) - -

28 Days 13 (Sets) - -

Beam (PQC)



M15



DLC



M20 (PCC)



CHAPTER 8. MOBILISATION

of 30

Chapter 8. Mobilization

8.1 CONSULTANT’S TEAM

The staff mobilization is being done in consultation with Employer as per the project requirement con-

sidering 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. K. Suresh 06-Mar-17

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. Manas Kumar Pradhan 07-Nov-16

8. Asst. Highway Engineer-1 Mr. Suneel Kumar Dubey 01-Nov-16

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. Ranjan Kumar

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 27 of 30

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 1 1 - Mobilized at site on

18.11.2016

2 Hydraulic Excavator 2 2 -

3 Transit Mixer 8 5 -

4 Front end Loader 3 0 -

5 Dozer 1 0 -

6 Tipper 20 20

Availability of no.s of Tippers are vary-

ing day to day as per site require-

ment.

7 Soil compactor 1 1 -

8 JCB 3 2 -

9 Water tanker 5 4 -

10 Tractor - 1 -

11 Hydra Crane - - 0

12 Needle Vibrator - 2

13 Concrete Pump 1 - -

14 Slip from Paver(CP500) - - -

15 Mobile batching cum transit mixture

- - -

16 Tandem Roller - 0 -

Plants

17 Concrete Batch-mix Plant 1 2 -

One no. commis-sioning done on

dated 25.11.2016 & second on 24.02.2017

18 Cone Crushing Unit 1 1 -

Commissioning done in March’2017

at Chadaidhara near Chandikhole

The following survey equipment is available at site;

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

1 Total Station 1

2 Auto Level 4

CHAPTER 9. VISITS AND MEETINGS

of 30

Chapter 9. Visits and Meetings

A progress review meeting was held on 14.06.2018 by Resident Engineer at CSC office with

the Managing Partner and Project Manager of Contractor.

A routine review meeting was held on 28.06.2018 by Resident Engineer at base Camp of the

project with the Managing Partner and Project Manager of Contractor.

On 30.06.2018 a review meeting was taken by the Hon’ble EIC-CUM-Secretary. CE (DPI &

Roads), SE (R&B) Works Department, EE (PMU), TL and Resident Engineer (CSC) & Contrac-

tor’s Managing Partner attended the meeting.

CHAPTER 10. IMPORTANT CORRESPONDENCE DURING THE

MONTH

of 30

Chapter 10. Important Correspondences during the Month

10.1 SUBMISSIONS AND APPROVALS

Monthly Progress Report for May’2018 was submitted on 5th June’2018.

10.2 CORRESPONDENCES

03 numbers of letters were received from the Contractor during the month. Similarly 03

numbers of letters was received from PMU and 03 numbers have been replied to. Details

are appended as Appendix-3.

CHAPTER 11. WEATHER DURING THE MONTH

of 30

Chapter 11. Weather during the Month

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

S. No.

Date Maximum

Temp °C

Minimum Temp °C

Maximum

Humidity

(%)

Minimum Humidity

(%)

Rain Fall (mm)

Remarks

1 01-Jun-18 37.3 29.5 90 55 25.20

2 02-Jun-18 36.2 29.8 82 58 0.00

3 03-Jun-18 37.0 30.6 84 63 0.00

4 04-Jun-18 38.8 32.1 82 50 0.00

5 05-Jun-18 36.1 31.6 86 61 5.00

6 06-Jun-18 36.5 30.6 89 62 45.50

7 07-Jun-18 37.4 31.2 87 61 0.00

8 08-Jun-18 38.6 29.2 90 58 72.20

9 09-Jun-18 33.1 29.5 92 78 8.40

10 10-Jun-18 35.8 30.3 93 70 5.20

11 11-Jun-18 35.9 30.8 88 66 0.00

12 12-Jun-18 31.5 28.7 97 77 26.00

13 13-Jun-18 31.4 28.2 97 74 0.00

14 14-Jun-18 33.4 28.9 93 71 0.00

15 15-Jun-18 38.5 29.7 92 56 0.00

16 16-Jun-18 39.9 30.3 90 47 0.00

17 17-Jun-18 40.5 33.2 67 42 0.00

18 18-Jun-18 41.1 33.2 63 41 0.00

19 19-Jun-18 41.2 33.8 74 42 0.00

20 20-Jun-18 41.3 33.3 76 43 15.40

21 21-Jun-18 38.1 29 88 60 115.80

22 22-Jun-18 35.8 30.7 90 67 0.00

23 23-Jun-18 35.1 29.4 89 70 0.00

24 24-Jun-18 32.5 29.2 97 82 0.00

25 25-Jun-18 30.8 27.2 99 86 95.00

26 26-Jun-18 30.1 27.1 99 89 15.80

27 27-Jun-18 30.4 27.5 99 92 18.60

28 28-Jun-18 32.6 28.8 95 81 15.30

29 29-Jun-18 33.9 28.4 93 71 19.80

30 30-Jun-18 36.4 29.8 90 66 0.00

APPENDIX

Appendix 1: Strip Chart of Highway

SAUCER DRAIN 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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

BC/PQC 1

DBM/DLC 1

WMM. 1 1 1 1 1

GSB

SUB.

EMB./EXC

0+

01

5

0+

10

0

0+

20

0

0+

30

0

0+

40

0

0+

50

0

0+

62

0

0+

70

0

0+

80

0

0+

90

0

1+

00

0

1+

01

5

1+

10

0

1+

20

0

1+

30

0

1+

40

0

1+

50

0

1+

60

0

1+

67

0

1+

75

5

1+

80

0

1+

84

0

2+

00

0

2+

10

0

2+

20

0

2+

30

0

2+

40

0

2+

50

0

2+

50

7

2+

60

0

2+

70

0

2+

80

0

2+

86

5

2+

90

0

3+

00

0

3+

10

0

3+

15

0

3+

25

0

3+

35

0

3+

50

0

3+

60

0

3+

70

0

3+

80

0

3+

90

0

4+

00

0

4+

10

0

4+

20

0

4+

30

0

4+

35

0

4+

40

0

4+

50

0

4+

60

0

4+

70

0

4+

80

0

4+

90

0

4+

94

0

5+

00

0

EMB./EXC 1

SUB. 1

GSB 1

WMM. 1 1 1 1 1

DBM/DLC 1

BC/PQC 1

SHOULDER

SAUCER DRAIN

SAUCER DRAIN

SHOULDER

BC/PQC

DBM/DLC

WMM.

GSB

SUB.

EMB./EXC

5+

00

0

5+

10

0

5+

20

0

5+

30

0

5+

40

0

5+

50

0

5+

60

0

5+

70

0

5+

80

0

5+

85

0

6+

00

0

6+

10

0

6+

10

0

6+

20

0

6+

30

0

6+

40

0

6+

45

3

6+

50

0

6+

60

0

6+

70

0

6+

80

0

6+

90

0

7+

01

0

7+

11

0

7+

21

0

7+

31

0

7+

41

0

7+

51

0

7+

61

0

7+

71

0

7+

81

0

7+

91

0

7+

95

3

8+

01

0

8+

11

0

8+

21

0

8+

30

0

8+

40

0

8+

50

0

8+

60

0

8+

70

0

8+

72

0

8+

80

0

8+

90

0

8+

94

5

9+

00

0

9+

02

7

9+

10

0

9+

16

5

9+

20

0

9+

25

5

9+

30

0

9+

40

0

9+

50

0

9+

56

7

9+

60

0

9+

70

0

9+

80

0

9+

85

0

9+

86

8

10

+0

00

EMB./EXC

SUB.

GSB

WMM.

DBM/DLC

BC/PQC

SHOULDER

SAUCER DRAIN

LEGENDS:

BO

X C

EL

L

BO

X T

YP

E B

RID

GE

BO

X T

YP

E B

RID

GE

HP

CU

LV

ER

T

3+

86

2

HP

CU

LV

ER

T

HP

CU

LV

ER

T

BO

X T

YP

E B

RID

GE

UPTO DBM UPTO DBM

SIN

GL

E R

OW

(1

.0 M

Dia

)

1X

3 M

UPTO BC UPTO WMM

3+

24

1

SL

AB

CU

LV

ER

T

BO

X T

YP

E B

RID

GE

TR

IPL

E R

OW

(1.0

M

Dia

)(1

.0 M

Dia

)

TR

IPL

E R

OW

(1.0

M

Dia

)(1

.0 M

Dia

)

Chainage

ICCHAPUR

BUILT UP

(FLEXIBLE)

RHS

SUB. Compltd

GSB compltd

RE

HA

BL

ITA

ION

TR

IPL

E R

OW

(1.0

M

Dia

)(1

.0 M

Dia

)

Chainage

HP

CU

LV

ER

T

RE

HA

BL

ITA

ION

DBM compltd PQC

BC compltd In Progress

LHS

BHADRAK PIRHAT

2X

8M

3X

8M

LAYER CHART (SH-09) (FROM KM. 0+000 TO KM. 10+000)

Village Name

Section

SALANDI BYPASS COLONY

BUILT UP (RIGID)

Section III Section II Section I(Handed Over)

Dated: 30.06.2018

UPTO DBM UPTO DBM UPTO WMM

1/2

3

3\3

3

3\3

3

Construction for Widening & Strengthening of Existing Carriageway to 2-Lane Road from bhadrak to Pirhat

(Km. 0/000 to Km. 27/500 of SH-09) (Balance Works) OSRP-CW-P02A

LHS

Major Junction CH-0+000 (Y-Type) Minor Junction CH-3+900 RHS (Y-Type)

Major Junction CH-6+500 LHS (Y-Type)

To be started

BO

X T

YP

E B

RID

GE

RE

HA

BL

ITA

ION

FIF

TE

EN

R(1

.0 M

Dia

)

1X

6 M

DO

UB

LE

RO

W(1

.0 M

RE

HA

BL

ITA

ION

3\3

3

In Progress

EMB./EXC compltd WMM.compltd DLC

To be started

Village Name

UPTO WMM

In Progress SAUCER DRAIN

UPTO WMM UPTO WMMUPTO DBM UPTO WMM

UPTO DBM UPTO WMM

UPTO WMM

RHS

Structure Shoulder

BARIK CHAKA

BUILT UP (FLEXIBLE)

Section Section I(Handed Over)

HP

CU

LV

ER

TS

ING

LE

RO

W (

1.0

M

Dia

)

HP

CU

LV

ER

T

BO

X C

EL

L

HP

CU

LV

ER

T

BO

X C

EL

L

1\2

3

UPTO DBM UPTO WMM

Compltd Compltd

Completed

BO

X C

EL

L

To be started

DOLOSAHI

BUILT UP (RIGID)

1\6

3

DO

UB

LE

RO

W(1

.0 M

Dia

) H

P C

UL

VE

RT

PIRHAT

SAUCER DRAIN

SHOULDER

BC/PQC 1/23 1 1

DBM/DLC

WMM. 1 1

GSB 1 1

SUB.

EMB./EXC

10

+0

00

10

+1

00

10

+2

27

10

+2

27

10

+3

00

10

+4

00

10

+5

00

10

+6

00

10

+7

00

10

+8

00

10

+9

10

11

+0

00

11

+1

00

11

+2

00

11

+3

00

11

+4

00

11

+5

00

11

+6

00

11

+7

00

11

+8

00

11

+9

00

12

+0

00

12

+1

00

12

+2

00

12

+3

00

12

+4

00

12

+5

00

12

+6

00

12

+7

00

12

+8

00

12

+8

96

12

+9

00

12

+9

30

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

14

+0

00

14

+0

50

14

+2

10

14

+3

00

14

+4

00

14

+4

50

14

+5

00

14

+6

00

14

+7

30

14

+7

84

14

+8

00

14

+8

40

15

+0

00

EMB./EXC 1

SUB. 1

GSB 1

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

DBM/DLC 1

BC/PQC 1 1

SHOULDER

SAUCER DRAIN

SAUCER DRAIN

SHOULDER

BC/PQC

DBM/DLC

WMM.

GSB

SUB.

EMB./EXC

15

+0

00

15

+0

80

15

+1

42

15

+1

90

15

+2

80

15

+3

52

15

+4

00

15

+4

88

15

+5

00

15

+6

00

15

+7

00

15

+7

00

15

+7

35

15

+8

00

15

+8

33

15

+9

00

16

+0

00

16

+0

50

16

+1

00

16

+3

00

16

+4

00

16

+5

00

16

+5

03

16

+6

00

16

+7

00

16

+7

15

16

+8

00

16

+9

00

16

+9

90

17

+0

60

17

+1

00

17

+2

00

17

+3

00

17

+4

00

17

+5

00

17

+6

00

17

+6

48

17

+7

00

17

+8

00

17

+9

00

17

+9

11

18

+0

00

18

+1

00

18

+1

77

18

+2

00

18

+3

00

18

+4

00

18

+5

00

18

+6

00

18

+6

09

18

+7

00

18

+8

00

18

+9

00

19

+0

00

19

+0

79

19

+2

00

19

+3

00

19

+3

50

19

+4

00

19

+5

00

19

+6

00

19

+7

00

19

+8

40

19

+8

70

19

+9

00

20

+0

00

EMB./EXC

SUB.

GSB

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

DBM/DLC

BC/PQC 1

SHOULDER

SAUCER DRAIN

LEGENDS:



BO

X C

EL

L

1\4

3

1\3

3

Minor Junction CH-12+235 LHS (T-Type)

TIHIDI

BUILT UP (RIGID)

Section III

FIV

E R

OW

(1.0

M

Dia

)

1\3

3

TE

N R

OW

(1.0

M

Dia

)

1\2

2

FIV

E R

OW

(1.0

M

Dia

)

Chainage

Chainage

BO

X C

EL

L

Section

RHS

Village Name

Structure Shoulder

BO

X C

EL

L

1\2

2B

OX

CE

LL

1\4

3

Dated: 30.06.2018

Minor Junction CH-17+658 RHS (T-Type)

FIV

E R

OW

(1.0

M

Dia

)

BO

X C

EL

L

Minor Junction CH-18+425

RHS (T-Type)


RHS (T-Type)

SH-09 BASE CAMP (15+465 LHS)

UPTO WMM UPTO DBM UPTO WMM

BO

X C

EL

L

BO

X T

YP

E B

RID

GE

RHS

GSB compltd

1\2

2

1\2

3

1\2

2

1\2

2

SUB. Compltd

11

+1

10

1\4

3

11

+5

02

12

+3

65

FIV

E R

OW

(1.0

M

Dia

)H

P C

UL

VE

RT

Minor Junction CH-16+417 RHS (Y-Type)

1\2

3

SAUCER DRAIN

To be started

LHS

TE

N R

OW

(1.0

M

Dia

)

1\2

2

3\3

3

UPTO WMM

BHADRAK

1\2

2

UPTO DBM UPTO WMM

Village Name

UPTO WMM

LAYER CHART (SH-09) (FROM KM. 10+000 TO KM. 20+000)

Re-AlignmentDOLOSAH

I

BUILT UP

Section III Section I(Handed Over)

ALINAGAR & KUDANGO

NANDAP

UR

Section Section I(Handed Over) Section II(Handed Over)

13

+6

20

13

+1

05

BO

X C

EL

L

BO

X C

EL

L

BO

X C

EL

L

Section I(Handed Over)

CompltdIn Progress

UPTO WMM

UPTO WMM

UPTO DBM

UPTO DBM

BO

X C

EL

L

HP

CU

LV

ER

T

BO

X C

EL

L

BO

X C

EL

L

HP

CU

LV

ER

T

HP

CU

LV

ER

T

BO

X C

EL

L

BO

X C

EL

L

HP

CU

LV

ER

T

HP

CU

LV

ER

T

UPTO WMM

1\4

3

1\4

3

Section II(Handed Over)

BO

X C

EL

L

HP

CU

LV

ER

T

HP

CU

LV

ER

T

FIV

E R

OW

(1.0

M

FIV

E R

OW

(1.0

M

Dia

)

KOLHA

BUILT UP

(RIGID)

To be startedBC compltd In Progress To be started

LHS

Compltd

EMB./EXC compltd WMM.compltd DLC

BO

X C

EL

L

Structure

In ProgressCompleted

DBM compltd PQC

SAUCER DRAIN

SHOULDER

BC/PQC 1 1 1 1 1 1 1

DBM/DLC

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

GSB

SUB.

EMB./EXC

20+

000

20+

100

20+

127

20+

200

20+

300

20+

347

20+

400

20+

500

20+

600

20+

673

20+

700

20+

800

20+

900

21+

000

21+

057

21+

100

21+

200

21+

218

21+

300

21+

400

21+

490

21+

500

21+

600

21+

700

21+

800

21+

811

21+

900

22+

000

22+

100

22+

200

22+

300

22+

400

22+

500

22+

552

22+

600

22+

700

22+

800

22+

900

23+

000

23+

100

23+

200

23+

223

23+

300

23+

400

23+

500

23+

600

23+

700

23+

800

23+

900

24+

000

24+

080

24+

100

24+

200

24+

300

24+

450

24+

460

24+

500

24+

600

24+

700

24+

753

24+

800

24+

900

25+

000

EMB./EXC

SUB.

GSB

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

DBM/DLC

BC/PQC

SHOULDER

SAUCER DRAIN

SAUCER DRAIN

SHOULDER

BC/PQC

DBM/DLC

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

SUB.

EMB./EXC

25+

000

25+

100

25+

200

25+

231

25+

300

25+

400

25+

425

25+

500

25+

541

25+

600

25+

700

25+

800

25+

900

26+

000

26+

100

26+

200

26+

300

26+

400

26+

500

26+

550

26+

600

26+

700

26+

800

26+

900

27+

000

27+

100

27+

200

27+

300

27+

400

27+

500

EMB./EXC

SUB.

GSB

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

DBM/DLC

BC/PQC

SHOULDER

SAUCER DRAIN

LEGENDS:

To be started

Section II(Handed Over)


(Cross-Type)

To be started


LHS (T-Type)

1\2

2

Structure Shoulder

In Progress

DBM compltd PQC

SAUCER DRAIN

Compltd

Chainage


LHS (T-Type)

RHS

MIN

OR

B

RID

GE

To be started

WMM.compltd DLC

BO

X C

EL

L

In Progress

SUB. Compltd In Progress

GSB compltd

EMB./EXC compltd

BC compltd

HP

CU

LV

ER

T


RHS (T-Type)

Compltd

Village Name

PIRAHAT

BUILT UP (RIGID)

HP

CU

LV

ER

T

HP

CU

LV

ER

T

HP

CU

LV

ER

T

Dated: 30.06.2018 LAYER CHART (SH-09) (FROM KM. 20+000 TO KM. 27+500)

KAMERIA

BUILT UP (RIGID)

1\2

2

FIV

E R

OW

(1.0

M D

ia)

FIV

E R

OW

(1.0

M D

ia)

FIV

E R

OW

(1.0

M D

ia)

Section Section II(Handed Over)

1\2

2

1\2

2

HP

5 R

OW

1\4

3

BINDHA

BUILT UP (RIGID)

BO

X C

EL

L

BO

X C

EL

L

BO

X C

EL

L

BO

X C

EL

L

HP

CU

LV

ER

T

BO

X C

EL

L

FIV

E R

OW

(1.0

M D

ia)

FIV

E R

OW

(1.0

M D

ia)

TW

O R

OW

(1.0

M D

ia)

Completed



TE

N R

OW

(1.0

M

Dia

)1.0

M D

ia)

PIRHAT

Village Name

Section

1\2

2

1\2

2

BHADRAK

Chainage

LHS

RHS

KOLHA

BUILT UP

(RIGID)

LHS

SHINDOLO

BO

X C

EL

L

3\3

3

HP

CU

LV

ER

T

Appendix 2: Progress Chart of Structures

Appendix-2

S.

No.

Type of

CulvertRoad Section Chainage

Actual

Locations

Span

ArrangementExcavation PCC

Raft/Foundation/

Pipe Laying

Head

walls/WallsSlab

Return wall/

Retaining wall

Railing/Crash

Barrier/Parapet

Floor Pitching/

Stone PitchingRemarks

1 BOX SH-09 MS-1 0+015 0+003 1/23/0 Completed Completed Completed Completed Completed Not Started Not Started Not Started LHS box portion completed.

2 MINOR SH-09 MS-1 1+015 1+015 3/33/0 Completed Not Started

3 MINOR SH-09 MS-1 1+755 1+755 3/33/0 Completed

4 PIPE SH-09 MS-1 2+507 2+507 1X1.0M NA NA NA Not Started

5 SLAB SH-09 MS-1 2+865 2+865 1X3M

6 MINOR SH-09 MS-1 3+241 3+241 2X8M Not Started

7 MINOR SH-09 MS-1 3+862 3+846 3X8M Not Started



10 REHAB SH-09 MS-1 6+096 6+100 0 Not Started Not Started Not Started Not Started





15 BOX SH-09 MS-1 8+939 8+945 1/64/0 Not Started


17 MINOR SH-09 MS-1 9+159 9+165 3/33/0 Not Started

18 REHAB SH-09 MS-1 9+245 9+255 0
















Completed

Completed

Completed

Completed

Completed

Completed

Completed

Completed

Completed

Completed

Completed

Completed

Completed

Completed

Completed

Completed

Not Started

Completed

Completed

Completed

Not Started

Completed

Completed

Completed

Completed

Bhadrak- Pirhat Road Project (SH 09) (Package P02A)

Status of Work

Completed

Completed

Completed

Completed

Completed

Completed

Not Started

Completed

Appendix-2

S.

No.

Type of

CulvertRoad Section Chainage

Actual

Locations

Span

ArrangementExcavation PCC

Raft/Foundation/

Pipe Laying

Head

walls/WallsSlab

Return wall/

Retaining wall

Railing/Crash

Barrier/Parapet

Floor Pitching/

Stone PitchingRemarks

Status of Work






39 PIPE SH-09 MS-1 17+911 17+911 3X1.0M Not Started

40 BOX SH-09 MS-2 11+142 11+110 1/23/0 Completed Completed Not Started


















58 PIPE SH-09 MS-2 23+600 23+600 1X1.0M





63 PIPE SH-09 MS-2 25+541 25+541 10X1.0M NA NA NA



Completed

Completed

Completed

NA

Do

Completed

Completed

NA

NA

NA

Do

Do

Completed

Do

Completed

Completed

Do

Do NA

NA

Completed

Completed

Completed

Do

Completed

Completed

Do

Completed

NA

NA

NA

Do

Completed

Completed

Completed

Completed

Completed

Completed

NACompleted

NA

Dismentalling completed

Appendix 3: Important Correspondences during the month

S.

NO.DATE LETTER REFFERENCE NO. SUBJECT FROM

1 23.06.2018 PMU-WB-56/2013 (Vol-III) 27166 Hindrances during construction of Bhadrak-Chandbali Road (SH-09-P02A) OWD

2 23.06.2018 PMU-WB-56/2013 (Vol-III) 27168Clearance of hindrances in PO2A (Bhadrak to Pirahat) and Duhuria to

Chandbali P04B (Chandbali portion ) under OSRP (WB)OWD

3 22.06.2018 PMU-WB-06/2017 -26993 Approval of Steel from M/S Rashmi Metalliks Ltd. OWD

APPENDIX-3

“Widening of Strengthening of Existing Carriage Way to 2 lane road from Bhadrak to Pirhat


CORRESPONDENCE FOR THE MONTH OF JUNE, 2018

S.

NO.DATE LETTER REFFERENCE NO. SUBJECT TO

1 05.06.2018 LASA/RE-P02A/73466/2017/147Submission of Monthly Progress Report for the month of May'2018

(P02A)OWD

2 05.06.2018 LASA/RE-P02A/73466/2017/148Submission of Quarterly Progress Report for the period of April'2018

to June'2018 (P02A)OWD

3 22.06.2018 LASA/RE-P02A/73466/2017/152 Reg.- Deviation Statement for Completion of the Work (P02A) OWD

APPENDIX-3

“Widening of Strengthening of Existing Carriage Way to 2 lane road from Bhadrak to Pirhat


CORRESPONDENCE FOR THE MONTH OF JUNE, 2018

Appendix 4: Status of Utilities and Encumbrances

1 00+000 01+000 Bhadrak by pass 2 12 1 1

2 01+000 02+000 Sarkarnagar

3 02+000 03+000 Haldidiha bypass

4 03+000 04+000 Haldidiha bypass

5 04+000 05+000

6 05+000 06+000

7 06+000 07+000 Ichhapur

8 07+000 08+000

9 08+000 09+000

10 09+000 10+000 Dolasahi 2 1

11 10+000 11+000 Alinagar

12 11+000 12+000 Alinagar

13 12+000 13+000 Alinagar 1

14 13+000 14+000

15 14+000 15+000

16 15+000 16+000

17 16+000 17+000

18 17+000 18+000 Tihidi

19 18+000 19+000 Tihidi

20 19+000 20+000

21 20+000 21+000 Kamaria

22 21+000 22+000 Kamaria

23 22+000 23+000

24 23+000 24+000 Sindol

25 24+000 25+000 Bindha

26 25+000 26+000 Bindha

27 26+000 27+500 Pirhat 1

4 13 3 1

SUMMARY OF ENCUMBRANCES - P02A as on 30.06.2018

Total =

Encumbrances (in number)

TreeS. No.

Chainage

Name of VillageFrom To EP R&R RWSS

Name of Work :- Bhadrak-Pirahat Road (Km. 0/000 to Km. 27/500 of SH-09, Balance works)

Package No.- OSRP-CW-ICB-P02A

Sound Unsound

1 0+120 RHS 8.40 Tree 350 √

2 0+152 RHS 8.40 Tree 430 √

3 9+823 RHS 4.31 Tree 100 √

4 9+827 RHS 5.18 Tree 100 √

4

Trees - P02A as on 30.06.2018

Total Nos.=

Condition

RemarksSpeciesGirth

(Cm)

Height

(m)

If marked

mention

Ýes'

If

unmarked

mention

No.

S.

No.Village Chainage Side

Offset

from C/L

(m)

Dolasahi

Salandi Bypass



S. No. Name of VillageChainage

(in Km)

Side

(LHS/RHS)

Offset from

PCL (m)

Electric Pole

(Active/Dead)

Description of

EncumbrancesRemarks

1 0+013 LHS 8.20 1 Electric Pole









10 0+360 LHS 8.40 1 Double Electric Pole

11 0+560 RHS 8.40 1 Electric Pole

12 0+620 RHS 7.30 1 Electric Pole

13 Pirhat 26+740 RHS 5.90 1Transformer with concrete

base

Total 13

Electric Poles - P02A as on 30.06.2018

Salandi Bypass



Required for Four laning

From To

1 0+130 0+148 RHS 9.30 to 8.00 1 Temporary Shops

2 9+810 9.9 RHS 4.30 1 Land Problem

3 12+410 12.44 LHS 0.00 to 6.50 1 Land Problem

Land owner

(Binod Barik, S/o- Prabir Barik,

Plot No-420, Mouza-

Haladharbinda, Khata No-79)

Total 3

R&R - P02A as on 30.06.2018

S.

No.Name of Village

Chainage Side

LHS/RHS

Offset from

PCL (m)

No. of

R&R

Description of

EncumbrancesRemarks

Salandi Bypass



From To

1 Salandi Bypass 0+020 0+035 RHS 5.00 1Underground water Supply

Pipe Line

Total 1

RWSS - P02A as on 30.06.2018

RemarksS.

No.

Name of

Village

ChainageSide

LHS/RHS

Offset from

PCL (m)

No. of

RWSS

Description of

Encumbrances

Bhadrak-Pirahat Road (Km. 0/0 to Km. 27/500 of SH-09, Balance works)

Package No.- OSRP-CW-ICB-P02AName of Work :-

monthly progress report · 2020. 2. 12. · monthly progress report june, 2018 widening &...

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