MONTHLY PROGRESS REPORT January 201… · ODISHA STATE ROADS PROJECT Construction Supervision for...

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 from Pirhat-Chandbali (27/500 Km to

45/000 Km of SH-09 (Balance Work) of Odisha State Roads Project

MONTHLY PROGRESS REPORT

LEA Associates South Asia Pvt. Ltd., New Delhi

January, 2017

ICB Package OSRP-Bal-P02B under Civil Works Agreement No.- 05 of 2016-17

Monthly Progress Report January, 2017 Widening & Strengthening of Existing Carriage Way to 2 lane road for Pirhat-Chandbali Road [27/500 Km. to 45/000 Km. of SH-9 (Balance work)- Package OSRP-Bal-P02B]

ODISHA WORKS DEPARTMENT

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CONTENTS CONTENTS ..................................................................................................................................................................... 1 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 ............................................................................................ 8 2.3 PROGRESS IN QUANTITIES ........................................................................................................................... 8 2.4 ROUTINE MAINTENANCE .............................................................................................................................. 14 2.5 PROGRAMME OF WORK ............................................................................................................................... 14 2.6 ‘TIME ELAPSED’ V/S ‘BALANCED TIME’ ....................................................................................................... 15 2.7 FORECAST FOR NEXT MONTH .................................................................................................................... 16 2.8 STATUS OF EXTENSION OF TIME................................................................................................................ 17 CHAPTER 3. FINANCIAL PERFORMANCE .......................................................................................................... 18 3.1 FINACIAL PROGRESS ................................................................................................................................... 18 3.2 MONTH WISE FINANCIAL PROGRESS ......................................................................................................... 18 3.3 MOBILIZATION ADVANCE ............................................................................................................................. 18 STATEMENT OF IPC .................................................................................................................................................... 19 CHAPTER 4. STATUS OF RISK ............................................................................................................................. 20 4.1 HANDING OVER OF SECTION ...................................................................................................................... 20 4.2 STATUS OF UTILITY SHIFTING ..................................................................................................................... 20 4.3 ANY OTHER ISSUE; ....................................................................................................................................... 21 4.4 RISK INVOLVED ............................................................................................................................................. 21 CHAPTER 5. ENVIRONMENTAL MONITORING AND SAFETY ........................................................................... 22 5.1 ENVIRONMENT MANAGEMENT PLAN ......................................................................................................... 22 5.2 ROAD SAFETY ............................................................................................................................................... 24 CHAPTER 6. VARIATION AND CHANGES ........................................................................................................... 25 6.1 SUMMARY OF CHANGE ORDER .................................................................................................................. 25 CHAPTER 7. QUALITY CONTROL AND QUALITY ASSURANCE ....................................................................... 26 7.1 TESTS CONDUCTED ..................................................................................................................................... 26 CHAPTER 8. MOBILIZATION ................................................................................................................................. 27 8.1 CONSULTANT’S TEAM .................................................................................................................................. 27 8.2 CONTRACTOR’S TEAM ................................................................................................................................. 27 8.3 STATUS OF PLANT AND EQUIPMENT OF CONTRACTOR ......................................................................... 28 CHAPTER 9. VISITS AND MEETINGS ................................................................................................................... 29

CHAPTER 10. IMPORTANT CORRESPONDENCE DURING THE MONTH ........................................................... 29 10.1 SUBMISSIONS AND APPROVALS ................................................................................................................. 29 10.2 CORRESPONDENCES ................................................................................................................................... 30 CHAPTER 11. WEATHER DURING THE MONTH ................................................................................................... 31



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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



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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, 1.5m paved shoulders, 1.5m saucer drain on either sides in built-up area and 7.0 m carriageway, 1.5m paved shoulders, 1.5m earthen shoulders on either sides in open area (flat and rolling sections). The expected outcome of the project include reduced transportation time of goods and better connec-tivity between districts along with improved safety standards; reduced transit time for import and ex-port goods via port.

1.2 THE PROJECT

The Pirhat-Chandbali (SH-9) section from Km. 27/500 to Km. 45/000 is a part of Jagatpur–Kendrapada–Chandbali–Bhadrak 152 Km. project corridor. There are total 22 numbers of minor bridges, 12 numbers of Box culverts, 7 numbers Pipe culverts which are to be Newly Constructed AND 11 numbers Box Type Minor Bridges, 3 numbers of Box culverts, 2 numbers of Pipe Culverts & 3 numbers Rehabilitation Structures for which Balance work to be done. In Pirhat-Chandbali sec-tion, about 15% of the road length passes through built up area.

The total length of the project road is 17.500 Km. The road passes completely through plain terrain. Full length of the road is located in the District of Bhadrak. This stretch passes through major human settlements as Gadi, Kherango, Nalgonda, Digachhiabazar, Motto and Moholia.



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

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

Mr. A.K.Nayak Executive Engineer, Bhadrak (R&B) Division

1.3.3 Engineer

Mr. K. Krishna Reddy, Resident Engineer Lea Associates South Asia Pvt. Ltd. B1/E-27, Mohan Co Operative Industrial Estate Mathura Road, New Delhi-110 044 Site Office- C/o Padmalochan Dash, 1st floor, Panchapada, Post - Chandbali District – Bhad-rak, Odisha, and Pin – 756133 Email: [email protected]

mailto:[email protected]�



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1.3.4 Contractor

M/s. NKC Projects Pvt. Ltd. India Office: Plot No. 63, Udyog vihar Phase-IV, Gurgaon, Haryana- 122016, Tel: +91-124-4852828, Fax: +91-124-2340017, E-mail: [email protected] Project Manager– Mr. K. Karuppa Samy Site Office –Camp site near -Km.37+450 RHS (SH9) Village: - Itua, Dist. Bhadrak

Email: [email protected]

1.4 PROJECT DETAILS

Contract Value : Rs. 104,23,23,840/- Period of Construction : 18 Months Date of Commencement of Work : 16th November 2016 Scheduled Date of Completion : 15th May.’ 2018 Progress Achieved till End of January 2017 :- 2.16%

1.5 SALIENT FEATURES 1.5.1 Highways

• Total Length of Project Corridor (SH 9) : 17.50 Km. • Type of Carriageway : Flexible 16.300 Km., Rigid - 1.200 Km • Roadway Width : 12m area. • Carriageway Width : 7m with paved shoulder of 1.5m width

On either side shoulder = Total 10m • Bus Bays and Bus Shelter : 13 Nos. • Junctions : 7 Nos. (T-Junction 4 Nos. +Y-Junction 3 Nos.)

1.5.2 Structures • Minor Bridges 33 Nos • Box Culverts 15 Nos • Hume Pipe Culverts 09 Nos • Rehabilitation and Widening of Bridges 03 Nos

NB. 22 nos. of Minor bridges, 12 nos. of Box culverts and 7 nos. of Hume Pipe Culverts are to be newly constructed. The rest are in different stages of construction where balance works to be done.



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1.5.3 Crust Details • Flexible Pavement

SG 500 mm. GSB 200 mm. WMM 250 mm DBM 75 mm. BC 40 mm.

Total Crust Thickness 1065 mm.

• Rigid Pavement SG 500 mm. GSB 150 mm. DLC 150 mm.

PQC 300 mm. Total Crust Thickness 1100 mm.

1.6 MILESTONES

The project corridor has been divided into two sections for completion of work. Details of sections are furnished below.

Section –I

• From Km 27+500 to 37+500 -- Length 10 Km

• Scheduled date of completion:-14 months from date of commencement i.e. 15th January 2018

Section II

• From Km 37+500 to 45+00 – Length 7.5 Km

• Scheduled date of completion :- 18 months from date of commencement i.e. 15th May 2018



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Chapter 2. Physical Performance and Programme of Work

This road work was earlier awarded to M/s Corsan Corviam Constructions S.A. They had executed 16 nos of structures out of 61 nos. Practically no work was done for highway portion. This Contract was terminated and the balance work was awarded to M/s NKC Projects Pvt. Ltd. The following statement shows the work executed till now in order to appreciate the physical progress for the Package: P02B (Pirhat to Chandbali).

2.1 PROGRESS OF ROAD WORK

S. No.

Description of Item Side Length

in Km.

Status of Progress in Km.

Remarks Length

Completed Balance

length to be Completed

Work in Progress

1 Earthwork in Embankment

LHS 17.500 1.100 16.400 0

C&G completed over a length of 2.94 Km and Diver-sion road with GSB is to be taken up to start the Embank-ment work for the section of 2.94 Kms.

RHS 17.500 1.500 16.000 0

2 Subgrade LHS 17.500 0.840 16.660 0

RHS 17.500 1.040 16.460 0

3 GSB LHS 17.500 0.840 16.660 0

RHS 17.500 1.040 16.460 0

4 WMM LHS 16.300 0 16.300 0

RHS 16.300 0 16.300 0

5 DBM LHS 16.300 0 16.300 0

RHS 16.300 0 16.300 0

6 BC LHS 16.300 0 16.300 0

RHS 16.300 0 16.300 0

7 DLC LHS 1.200 0 1.200 0

RHS 1.200 0 1.200 0

8 PQC LHS 1.200 0 1.200 0

RHS 1.200 0 1.200 0



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2.2 PROGRESS OF CD WORKS AND STRUCTURE

Sl. No. Structure Type

Total Nos. to be Exe-cuted

Side

Completed & In Progress Balance Nos. to be taken up

Remarks No. Com-pleted

No. In Progress Total

1 Minor Bridge 33 B/S 00 03 03 30 M/s NKC has taken up 3 Nos

of Minor bridge, 5 no. of Box culvert and 1 no. of HP

culvert.

2 Box Culvert 15 B/S 01 05 06 09

3 HP Culvert

09 LHS 04 01 05 04

09 RHS 04 01 05 04

4 Rehabilitation & Widening 03 B/S 00 00 00 03

2.3 PROGRESS IN QUANTITIES

S. No. Description Unit

Total Quantity as per BOQ

Quantity Executed Balance Quantity to be executed as per BOQ

Remark Up to Pre-vious Month

During the

Month Jan.'17

Total

1 Earthwork in Embankment (B.Area+Rd.way+Sand fill)

Cum 221148 103.39 3517.35 3620.7 217527.30

2 Subgrade Cum 140925 00 3524.55 3524.5 137400.45

3 GSB Cum 49778 00 2136.52 2136.5 47641.48

4 WMM Cum 45973 00 00 00 45973

5 DBM Cum 12603 00 00 00 12603

6 BC Cum 6722 00 00 00 6722

7 DLC Cum 1890 00 00 00 1890

8 PQC Cum 3780 00 00 00 3780



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

Site Clearance, 0.18%

Earthwork, 14.12%GSB,

13.90%

WMM, 13.69%

DBM, 11.05%

BC, 7.16%DLC, 0.70%

PQC, 2.46%

Culverts, 5.35%

Bridges, 20.58%

Road Safety & Amenities, 3.26%

Protective Work, 3.12%

Repair & Maintenance, 1.17%

EMM, 3.18%

Dayworks (Labour, Material & Equipment), 0.07%

Other, 10.79%

Figure 2-1: Weightage of Major Construction Items



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SITE PHOTOGRAPHS

Rolling on SG 1st layer at Chainage 32+560-32+900 LHS



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GSB top at Chainage 32+560 to 32+900 LHS

GSB top at Chainage 30+350 to 30+550 RHS



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Processing on SG 1st layer at Chainage 30+450 LHS

Embankment 1st layer at Chainage 44+100 to 44+400 LHS



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Embankment Borrow Area No-3 @ Ch: 33+150 (RHS)

Box Culvert at Ch-41+550 (slab completed).



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2.4 ROUTINE MAINTENANCE

As per Contract, the Contractor is required to maintain the portion of the road which has been handed over to him. The rest to be handed over portion is to be maintained by OWD divisions till it is to be handed over to the Contractor.

At the time of handing over and commencement of the work, the condition of road surface is too poor. Hence the Contractor is directed by the Resident Engineer to submit the programme for pothole filling and patch repairs works for which payment is to be made.

The stretches of road which has to be maintained by Contractor are being given here as under;

From km. 27/500 – 37/500 handed over section From km. 37/500 – 45/000 yet to be handed over section

2.5 PROGRAMME OF WORK

A Detailed Work Programme indicating the anticipated timing of each stage of construction (Cl. 8.3 Specific Provisions) has been submitted by the Contractor vide letter no. NKC/OSRP/P02B/2016-17/01/21, dated 07th Jan. 2017, the targeted & achieved progress with the short falls in the work exe-cuted during the Month of January’ 2017 are being tabulated as below;

Planned V/s Achieved (January'17)

Sl. No. Description Unit

Planned for January '17

(B/S) (m.)

Achieved in January '17

(B/S) (m.)

Shortfall in January ‘17

(B/S) (m.)

Remark

Road Work

1 C & G Hect. 0.00 2.81 2.81

2 Embankment Cum. 26554.00 3517.35 24054.65 Shortfall in machineries

& manpower. Soil is with over moisture

3 Excavation Cum. 1520.00 1595.194

4 Subgrade Cum. 9616.20 6778.50 2837.70

Due to shortfall in ma-chineries. No front due to non-achievement of

Embankment Top.

5 GSB Cum. 3741.00 2570.58 1170.42 Same as above

6 WMM Cum. - - -

7 DBM Cum. - - -

8 BC Cum. - - -

9 Saucer Drain Lm. - - -



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Structure Work

Sl. No. Description Unit

Planned for January '17

(B/S) (m.)

Achieved in January '17

(B/S) (m.)

Shortfall in January ‘17

(B/S) (m.)

Remark

1 Minor Bridge Nos. - - -

2 Rehabilitation & widening Nos. - - -

3 Box Culvert Nos. 1 1 - Protection work balance

4 HP Culvert Nos. 1 0.5 0.5

5 Slab Culvert Nos. - - -

6 Utility Duct Nos. - - -

7 Reptile under-pass Nos. - - -

The plan for the month of January ‘17’ was for Rs. 3.37 Cr. and the achieved progress (work done) is of Rs. 1.78 Cr. Thus shortfall in progress for the January ‘17’ is of Rs. 1.59 Cr.

S. No. Planned Amount

(January '17) Achieved Amount

(January '17) Shortfall

1. 3.37 Cr.(as per work programme) 1.78 Cr. 1.59 Cr.

2.6 ‘TIME ELAPSED’ V/s ‘BALANCED TIME’

A chart showing the ‘Time Elapsed’ since the commencement date of the Project i.e. from 16th Nov.’2016 to till 31st January’17 and the ‘Balance Time’ from 1st February’17 to till the completion by 15th May.’18 is given below in Figure 2-2.

Time Elapsed 77 Days

Time Remaining 469

Days

Figure 2-2: Time Elapsed Vs Time Remaining

Total Duration of the Project (Construction Phase) - 469 Days (15.5 Months)



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2.7 FORECAST FOR NEXT MONTH

The details tabulated below are based on the work programme given by the Contractor for the bal-ance works of SH-09 for the month of January 2017 vide Letter No. - NKC/OSRP/P02B/2016-2017/01/21

Forecast For February 2017:

Sl. No.

Description

(Major Items) Unit

Quantity remaining to be Executed by

end of Jan.’17

Quantity Planned to be Executed during

Feb.’17

Approx. Cost of Work

(Rs. in Lakh)

Remarks

1 Earthwork in Em-bankment Cum 217527.30 15000.00 11.64

2 Sub grade Cum 134146.85 7000.00 49.90

3 GSB Cum 47207.42 2800.00 81.48

4 WMM Cum 45973.00 2500.00 77.60

5 DBM Cum 12603.00 375 32.74

6 BC Cum 6722.00 - -

7 DLC Cum 1890.00 - -

8 PQC Cum 3780.00 - -

9 Concrete (M-15) Cum 4971.286 200.00 12.50

10 Hume Pipe laying LM 617.50 75.00 6.10

11 Reinforcement MT 961.00 55.00 39.09

12 Concrete (M 20/25/30/35) CUM 16486.48 650.00 53.25

Total (a) 364.29

With other misc. items (e.g. C&G, diversion, day work, excavation for structure etc.) total

planned Amt. of Jan.’17 (b) 25.77

Total Planning (a)+(b) for Jan.’17

(Highway & Structure) 390.06



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2.8 STATUS OF EXTENSION OF TIME

There is no requirement of EOT now.



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Chapter 3. Financial Performance

3.1 FINACIAL PROGRESS

Financial Progress achieved up to end of January’ 2017 is furnished below;

1. Contract Price – 104,23,29,840/-

2. Value of work done – 2,25,47,542/-

3. Mobilisation Advance - 2,60,58,250/-

4. Total (2+3) – 4,86,05,792/-

5. Percentage of Financial Progress – 2.16%

3.2 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-Nov-16 8,26,457/- 0.08% 8,26,457/- 0.08%

2 31-Dec-16 39,56,720/- 0.38% 47,83,177/- 0.46%

3 31-Jan-17 1,77,64,365/- 1.70% 2,25,47,542/- 2.16%

3.3 MOBILIZATION ADVANCE

Item Net Amount Paid (Rs.)

Cumulative Amount Paid (Rs.)

Remarks

1st Mobilisation Advance 2,55,37,085/- 2,55,37,085/- Recommended by Engineer.

2nd Mobilisation Advance 2,55,37,085/- 5,10,74,170/- Recommended by Engineer.

Total : 5,10,74,170/-

Amount of Advance recovered up to …. (in INR): -

Balance amount to be recovered (in INR): -



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STATEMENT OF IPC

Sl. No.

IPC No. Month

Gross Amount of IPC (Rs. In millions)

Recover-ies

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

Gross Amount

1 02 Nov-16 & Dec-16 5911479/- 182290/- 164844/- - 5894033/- 1118171/- 4775862/- 4775862/- 5894033/-

2 04 January-17 15829729/- 492004/- 570404/- - 15908129/- 2250404/- 13657725/- 18433587/- 15908129/-



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Chapter 4. Status of Risk 4.1 HANDING OVER OF SECTION

The section-1 of the road from Ch. 27+500 to Ch. 37+500 had been handed over by the Employer on 26.10.2016 and was informed vide our letter No. LASA/RE-P02B/73466/03, dated 08-11-2016. The Contractor needs to examine and provide acceptance of receiving encumbrance free land or inform the Employer, with details of encumbrances if any within two weeks of the handing over date.

The handing over details are appended as below-

Sl. No.

SH No.

Chainage Land

Acquisition Status

R&R Status

Electrical Utility Status

PH/ RWSS Utility Status

Re-marks From

(Km.) To

(km.)

Length in

(km.)

1 SH-09 27+500 37+500 10.000 Free 01 09 01

TOTAL 10.000

4.2 STATUS OF UTILITY SHIFTING

However, Contractor has mentioned that there are certain hindrances within handed over section from Km 27+500 to Km 37+500 and same will be verified with Consultant.

Section Name

Encumbrances (Within the Roadway)

Number Existing till last Month

Number Re-moved During

Jan’17

Balance Re-mained for Re-

moval

Section-I Trees 02 0 02

Electric poles 10 02 08 R & R 01 0 01

Section-II Trees 19 07 12

Electric poles 04 0 04 R & R 18 0 18

Total

Trees 14 02 12

Electric poles 12 01 11

R & R 19 0 19

Note: - As instructed by PMU, Telephone poles can be removed by Contractor immediately during or before the execution of work. Therefore Telephone Poles no longer remain the encum-brances.



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4.3 ANY OTHER ISSUE;

• Working Cross sections are awaited. • Workings drawing for structures are awaited. • Monthly Progress Report yet to be submitted by the Contractor for the month of Novem-

ber, December 2016 & January 2017. • Mix Design of WMM, DBM & BC yet to be done. • Revised Mix Design for M15, M20 and M35 due to change in source of materials. • TBM Pillars & Reference Pillars fixing yet to be completed. • Shortage of reinforcement steel & manpower.

4.4 RISK INVOLVED

NIL



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Chapter 5. Environmental Monitoring and Safety

5.1 ENVIRONMENT MANAGEMENT PLAN

Sl. 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 resources and for finding any environment and safety issues dur-ing work; The Joint Field Verification was done on 10.03.2016.

3

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

Already installed at Chandikhol at the time of Package-P04B and same will be utilised for Package-P02B. Batching Plant for WMM has been erected at SH09 base camp. Contractor has to submit relevant documents.

4 Construction Camp(s) – Selection, Design and Layout

Contractor has submitted his proposed location plan and it is ap-proved by the Engineer. Still documents related to EMP are awaited from Contractor.

5

Construction Vehicles, Equip-ment and Machinery

The Contractor shall maintain a record of Pollution under control (PUC) certificates for all vehicles at site office:- PUC certificates of all construction vehicles, equipment and ma-chineries have yet to be submitted to Engineer.

6

Identification, Operation and Rehabilitation of Borrow Areas

The Contractor has identified some of the borrow areas and yet to be submitted the documents to the Engineer for approval of Bor-row Areas.

7

Identification, Operation and Rehabilitation of Stone Quarry

The Contractor has obtained Stone Quarry Lease on 15.02.2016 for 5 years in Anjira mouza and Consent to Operate on 07.12.2016 valid up to 31.03.2020. Rehabilitation work of the quarry has yet to be started.

8 Identification, and Operation of Sand Quarry

The Contractor has yet to be obtained lease of sand quarry. Sand is being procured from third party supplier.

9

Arrangement for Construction 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.

10

Now this location comes under non-notified area. Therefore permission/approval for extrac-tion may not be required. Also as the extraction quantity is less than 100 m3/day. Therefore NOC is also not required.

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

11 Stripping, Stacking and Pres-ervation of Top Soil

The Contractor has yet to be started stripping, stacking and pres-ervation of top soil at site and submit the photographs, RFI’s



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Sl. No.

Environmental Issue/ Aspect Management Measures

12

Labour Camp Management Contractor shall submit the location, lay-out, basic facilities of labour camp:- Contractor has started construction of labour camp with basic amenities at Km 37+500 of SH-09. The contractor has to provide sufficient Potable water in office and camp area. Provision of toilets/mobile toilets separate for women with sewage system and adequate water supply:- Toilets are under construction at base camp. Toilets have to be cleaned up regularly. Sewage system to be cleaned up regularly.

13

Transportation of Construction Materials and Haul Road Management

Vehicles shall be covered during transportation of materials and maintained haul roads:- Vehicles are not covered most of the times during transportation of construction materials. Haul roads are to be maintained during transportation at camp area of SH-09.

14

Worksite Safety Management Work site proper safety management shall be arranged:- Though safety arrangement is being done at site but it needs to be improved further. Temporary diversion has to be arranged: - Diversion has been arranged at site wherever it is required. Traffic safety has to be arranged as per Traffic Management Plan:- The Contractor has submitted Traffic Management Plan and arranged traffic safety as per plan. Adequate PPEs to be provided to labourers and warning signage to be installed in high risk area:- PPEs have been provided to labourers but its implementation needs to be improved, warning Signages are inadequate in under construction and 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 not arranged first aid kit at base camp and site of SH-09. The Contractor shall take precautions to prevent danger due to mishap:- The Contractor has yet to submit the Construction Safety Plan and it needs to be implemented.

15 Accessibility The Contractor has to provide safe convenient passage for af-

fected 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 con-struction activities; Water sprinkling is being done to supress dust generation at site. Pollution monitoring is yet to be schedule half yearly by Contractor through a NABL accredited agency. Waste will not be released into water bodies and drainage sys-tems:- No waste water is being discharged directly into the water bodies.



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Dispose the fuel, lubricants and chemical wastes as per guide-lines of SPCB/MoEF:- Used and waste oil has to be disposed-off through authorised re-cycler. The used and waste oil generates in less quantity. The Contractor so far has stocked the waste oil at base camp at SH09. Noise level shall be maintained of all construction vehicles, ma-chineries and equipment:- The Contractor has to be maintained vehicles, machineries and equipments and yet to be obtained PUC certificates of all of the vehicles and machineries.

19 Drainage and Flood Control. Pre monsoon activities have to be done:-

Contractor has yet to be cleaned the channels and culverts during pre-monsoon period.

20

Slope Protection and Control of Soil Erosion

Slopes have to be protected with stone pitching and grass:- Slope protection work has yet to be started.

21

Waste Management

Contractor has yet to identify waste disposal sites:- The Contractor has to arrange separate garbage bins for garbage collection in camp area. Contractor has to identify site for waste disposal at SH-09 and submit Waste Management Plan to the Engineer for approval.

22

Chance Found Archaeological Property.

No archaeological property found. If it is found, all archaeological property shall be of Government.

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 confor-mance with codes & specifications.

More Helmets, safety jackets, safety shoes, gumboot, nose mask and goggles etc. to be provided to the workers and these are required to be used regularly and adequately during construction activities.

.



Page 25 of 31

Chapter 6. Variation and Changes

6.1 SUMMARY OF CHANGE ORDER

Since the commencement of the Project in 16th Nov.’2016, no any variation

S. No.

has been initiated by the Contractor / Consultant / Employer.

Item No.

Description of Item Unit BOQ

Qty. Variation

Qty. Revise

BOQ Qty. BOQ

Amount

Revise BOQ

Amount

Varia-tion Qty.

(%)

Variation Amount

(%)

1. - - - - - - - - - -

2. - - - - - - - - - -

Cost of Change (Revised BOQ Amount – BOQ Amount) -

Total % over Contract Amount for all proposals -



Page 26 of 31

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 Qual-ity Control and Quality Assurance.

S. No.

Description of Tests Conducted

Number of Tests Con-

ducted No. of NCR Remedial measure adopted

1 Embankment control Tests

214 - -

2 Tests in Sub grade 212 - -

3 Tests in GSB 66 - -

4 Tests in WMM 00 - -

5 Tests in DBM 00 - -

6 Tests in BC 00 - -

7 Coarse aggregate for Structures (Gradation)

18 - -

8 Fine aggregate for Structures (Gradation)

09 - -

9 Cement 12 - -

10 Cube Compression Tests (28 days)

123 - -



Page 27 of 31

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. K Krishna Reddy 02-Nov-16

2. Quantity Surveyor Mr. Purushottam H Deshmukh 17-Oct-16

3. Highway Engineer Mr. Ramesh Kr. Mankar 19-Dec-16

4. Bridge Engineer Mr. Satyaranjan Jati 17-Oct-16

5. Material Engineer Mr. Deepak Kumar 19-Dec-16

6. Environment And Safety Expert Mr. Sachin Kumar Sinha 17-Oct-16

7. Asst. Quantity Surveyor Mr. Rakesh Kunkri 09-Dec-16

8. Asst. Highway Engineer Mr. Rabin Patua 01-Nov-16

9. Asst. Bridge Engineer Mr. Ranjit Nayak 17-Oct-16

10 Asst. Material-cum-Quality Engineer-1 Mr. Rohit Ashutosh 01-Nov-16

11. Asst. Surveyor-1 Mr. Pradeep Kumar Rana 17-Oct-16

12. CAD Engineer TBN

13. Office Manager-cum-Accountant-1 Mr. Somnath Chatterjee 01-Nov-16

14. Computer Operator Mr. Gayanta Tejee 01-Nov-16

15. Office Assistant/Watchman Mr. Amiya Kumar Rout 01-Nov-16

16. Office Assistant/Watchman Mr. Lal Bahadur Gharti 19-Dec-16

8.2 CONTRACTOR’S TEAM

The Contractor has mobilized the following Key Personnel-

S. No. Designation Name

1 Project Manager Mr. K. Karuappa Samy

2 Highway Engineer TBN

3 Bridge Engineer Mr. Naveen Pandey

4 Material Engineer TBN

5 Quantity Surveyor TBN

6 Equipment And Maintenance Engineer Mr. Sangram Kishori Naik

7 Environment And Safety Manager Mr. Syed Zahid Hasan Ali

Monthly Progress Report January, 2017 Widening & Strengthening of Existing Carriage Way to 2 lane road for Pirhat-chandbali Road (27/500 Km. to 45/000 Km. of SH-9 (Balance work)- Package OSRP-Bal-P02B)


Page 28 of 31

8.3 STATUS OF PLANT AND EQUIPMENT OF CONTRACTOR

S. No.

Description of Equip-ment/Plant Capacity

Min. Nos. as per

Contract

Nos. Mobilized Remarks

Own Hired

1 Mechanical Bitumen Sensor Paver

100 TPH 01 - -

2 Motor Grader 200 CUM/HR 02 02 -

3 Hydraulic Excavator 60 CUM/HR 03 04 -

4 Vibratory Roller (Tandem) 6-8 TON 02 - -

5 Pneumatic Tyred Roller 01 - -

6 Transit Mixer 6 CUM 05 04 -

7 Front end Loader / JCB 03 03 -

8 Dozer 150 CUM/HR 01 - -

9 Tipper of different capacity 15 04 03

10 Bitumen sprayer 1750 Sqm / hr. 01 - -

11 Earth Compactor 8-10 T 03 02 -

12 Water tanker 10 KL 05 01 -

13 Mechanical Paver 100 TPH 01 - -

14 Concrete Pump 20 Cum/hr. 01 - -

15 Concrete fixed form Paver - - -

Plants

1 Hot Mix Plant (Batch Mix only)

100 TPH 01 -

2 Concrete Batch-mix Plant 22 CUM/HR 01 -

Actual capacity 20 CUM/HR

3 Concrete Batch-mix Plant 30 CUM/HR 01 01 -

Erection in pro-gress

4 Cone Crushing Unit 200 TPH 01 -

5 WMM Plant 175 TPH 01 01 -

The following survey equipment are available at site:

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

1 Total Station 02

2 Auto Level 04



Page 29 of 31

Chapter 9. Visits and Meetings

NIL

Chapter 10. Important Correspondence during the Month

10.1 SUBMISSIONS AND APPROVALS

1. Approvals of 1st Instalment of Mobilization Advance by Chief Engineer vide Letter No. – PMU-WB-82/2016-2260

2. Submission of keeping provisions of 04 Nos. of culverts from Ch. 47/00km to 50/00km by Astt. Executive Engineer Chandbali (R&B) Sub-division vides Letter No. – 04/Dated-02.01.17

3. Submission of GSB mix design for approvals vide Letter No. – NKC/OSRP/P02B/2016-2017/01/17

4. Submission of Borrow area no-3 test reports for approval @ 33+105 RHS for use in Em-bankment vide Letter No. – NKC/OSRP/P02B/2016-2017/01/18

5. Submission of Borrow area no-4 test reports for approval @ 44+780 for use in Embank-ment vide Letter No. – NKC/OSRP/P02B/2016-2017/01/19

6. Conditional approval of GSB vide Letter No. – LASA/RE-P02B/73466/29.

7. Submission of Borrow area no-1 test reports for approval @ Dhenka Village for use in Subgrade vide Letter No. – NKC/OSRP/P02B/2016-2017/01/20

8. Approval of working drawing of pipe culvert at Ch. 27+510, 29+850 & 39+370 vide Letter No. – LASA/RE-P02B/73466/30

9. Approval of Moorum @ Dhenka Village for use in Subgrade vide Letter No. – LASA/RE-P02B/73466/32.

10. Submission of Work Programme for the month of Jan’2017 vide Letter No.–NKC/OSRP/P02B/2016-2017/01/21

11. Submission of IPA-02 by NKC vide Letter No.–NKC/OSRP/P02B/2016-2017/01/23

12. Submission of IPC-02 by RE vide Letter No.–LASA/RE/P02B/73466-37

13. Approval & Observations of IPC-02 vide letter No.-PMU-WB-82/2016-3781



Page 30 of 31

14. Submission of M-15 Concrete Mix Design vide Letter No.–NKC/OSRP/P02B/2016-2017/01/25

15. Submission of M-20 Concrete Mix Design vide Letter No.–NKC/OSRP/P02B/2016-2017/01/26

16. Submission of Quality Assurance Manual vide Letter No.–NKC/OSRP/P02B/2016-2017/01/27

17. Approval of M-15 & M-20 Concrete Mix Design with Ultra-tech OPC-43 cement vide Letter No.– LASA/RE-P02B/73466/35

18. Submission of MPR for Dec’2016 vide Letter No.–LASA/RE-P02B/73466/39.

19. Conditional approval of M-15 Concrete Mix Design with Rassi cement vide Letter No.– LASA/RE-P02B/73466/42

20. Submission for Excise Duty Exemption Certificate vide Letter No. – NKC/HO/P02B/2016-2017/110

21. Submission of Borrow area no-5 test reports for approval @ 37+780 for use in Embank-ment vide Letter No. – NKC/OSRP/P02B/2016-2017/01/30

22. Approval of Borrow area no-5 @ 37+780 for Embankment material vide Letter No. – LASA/RE-P02B/73466/43

23. Submission of status report for Equipment Mobilization vide Letter No. – NKC/OSRP/P02B/2016-2017/01/31

24. Submission of third party test reports for C.A, F.A, Sand, Cement, and Steel & Admixture, vide Letter No. – NKC/OSRP/P02B/2017/01/32

10.2 CORRESPONDENCES

19 numbers of letters were received from the Contractor and 15 numbers of letters were issued to the Contractor and 04 numbers of letters were issued to the OWD and 03 num-bers of letters was received from the OWD. Summary is enclosed as Appendix-3

.



Page 31 of 31

Chapter 11. Weather during the Month

S. No.

Date Minimum Temp °C

Maximum Temp °C

Min. Humidity

Max. Humid-ity (%)

Rain Fall (mm)

Remarks

1 01-Jan-17 17.2 27.1 51 91 Nil

2 02-Jan-17 20.1 29.3 48 84 Nil

3 03-Jan-17 19.6 30.4 50 99 Nil

4 04-Jan-17 15.2 28.8 45 99 Nil

5 05-Jan-17 15.4 28.3 40 94 Nil

6 06-Jan-17 21.7 26.8 56 71 Nil

7 07-Jan-17 14.9 34.8 83 85 Nil

8 08-Jan-17 15.9 31.8 30 99 Nil

9 09-Jan-17 15.9 32.5 30 99 Nil

10 10-Jan-17 17.0 31.8 47 80 Nil

11 11-Jan-17 17.8 27.3 46 85 Nil

12 12-Jan-17 16.5 25.9 46 66 Nil

13 13-Jan-17 14.5 25.0 40 76 Nil

14 14-Jan-17 13.2 25.2 40 76 Nil

15 15-Jan-17 11.8 25.8 37 80 Nil

16 16-Jan-17 18.2 26.9 44 80 Nil

17 17-Jan-17 17.3 27.0 43 80 Nil 18 18-Jan-17 16.4 28.0 39 80 Nil

19 19-Jan-17 15.9 28.3 41 89 Nil 20 20-Jan-17 13.2 25.2 40 76 Nil

21 21-Jan-17 16.0 30.0 32 69 Nil

22 22-Jan-17 16.3 29.2 35 70 Nil

23 23-Jan-17 15.5 31.1 35 84 Nil

24 24-Jan-17 15.5 31.1 32 84 Nil

25 25-Jan-17 15.3 30.1 34 85 Nil

26 26-Jan-17 15.0 29.1 41 89 Nil

27 27-Jan-17 15.4 26.8 60 99 Nil

28 28-Jan-17 17.3 29.5 47 86 Nil

29 29-Jan-17 15.9 23.2 60 89 Nil

30 30-Jan-17 16.9 31.9 39 99 Nil

31 31-Jan-17 18.2 32.6 41 99 Nil

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing

SID

E

CHAINAGE

27

+50

0

27

+51

0

27

+52

0

27

+53

0

27

+54

0

27

+55

0

27

+56

0

27

+57

0

27

+58

0

27

+59

0

27

+60

0

27

+61

0

27

+62

0

27

+63

0

27

+64

0

27

+65

0

27

+66

0

27

+67

0

27

+68

0

27

+69

0

27

+70

0

27

+71

0

27

+72

0

27

+73

0

27

+74

0

27

+75

0

27

+76

0

27

+77

0

27

+78

0

27

+79

0

27

+80

0

27

+81

0

27

+82

0

27

+83

0

27

+84

0

27

+85

0

27

+86

0

27

+87

0

27

+88

0

27

+89

0

27

+90

0

27

+91

0

27

+92

5

27

+93

0

27

+94

0

27

+95

0

27

+96

0

27

+97

0

27

+98

0

27

+99

0

28

+00

0

Clearing & Grubbing

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

LEGEND : GSB SUBGRADE

Completed by

NKC

HP

CH

PC

Structure In Progress

Min

or

Bri

dge

Min

or

Bri

dge

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

EMBANKMENT C & G SHOULDER

Structure Completed, Protection work

balance

STRIP CHART FOR ROAD WORKS SH - 09“Construction for Widening & Strengthening of existing carriageway to 2-lane with paved shoulder from Pirhat to Chandbali(Km.27/500 to Km. 45/000 of SH-09). - Package No-OSRP-CW-ICB-P02B

LHS

RH

S

BC DBM WMM

To be Started

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SID

E

CHAINAGE

28

+00

0

28

+01

0

28

+02

0

28

+03

0

28

+04

0

28

+05

0

28

+06

0

28

+07

0

28

+08

0

28

+09

0

28

+10

0

28

+11

0

28

+12

0

28

+13

0

28

+14

0

28

+15

2

28

+16

0

28

+17

0

28

+18

0

28

+19

0

28

+20

0

28

+21

0

28

+22

0

28

+23

0

28

+24

0

28

+25

0

28

+26

0

28

+27

0

28

+28

0

28

+29

0

28

+30

0

28

+31

0

28

+32

0

28

+33

0

28

+34

0

28

+35

0

28

+36

0

28

+37

0

28

+38

0

28

+39

0

28

+40

0

28

+41

0

28

+42

0

28

+43

0

28

+44

0

28

+45

0

28

+46

0

28

+47

0

28

+48

0

28

+49

0

28

+50

0

Clearing & Grubbing 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Embankment Top 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SID

E

CHAINAGE

28

+50

0

28

+51

0

28

+52

0

28

+53

0

28

+54

0

28

+55

0

28

+56

0

28

+57

0

28

+58

0

28

+59

0

28

+60

0

28

+61

0

28

+62

0

28

+63

0

28

+64

0

28

+65

0

28

+66

0

28

+67

0

28

+68

0

28

+69

0

28

+70

0

28

+71

0

28

+72

0

28

+73

0

28

+74

0

28

+75

0

28

+76

0

28

+77

0

28

+78

0

28

+79

0

28

+80

0

28

+81

0

28

+82

0

28

+83

0

28

+84

0

28

+85

0

28

+86

0

28

+87

0

28

+88

0

28

+89

0

28

+90

0

28

+91

0

28

+92

0

28

+93

0

28

+94

0

28

+95

0

28

+96

0

28

+97

0

28

+98

0

28

+99

0

29

+00

0

Clearing & Grubbing 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

LEGEND : GSB

Structure In ProgressStructure Completed, Protection work

balance

Completed by

NKC

SHOULDER

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

To be Started

STRIP CHART FOR ROAD WORKS SH - 09

C & G

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

Embankment 1st

Embankment 1st

“Construction for Widening & Strengthening of existing carriageway to 2-lane with paved shoulder from Pirhat to Chandbali(Km.27/500 to Km. 45/000 of SH-09). - Package No-OSRP-CW-ICB-P02BLH

SR

HS

LHS

RH

S

EMBANKMENTDBM WMM SUBGRADEBC

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing

SID

E

CHAINAGE

29

+00

0

29

+01

0

29

+02

0

29

+03

0

29

+04

0

29

+05

0

29

+06

0

29

+07

0

29

+08

0

29

+09

0

29

+10

0

29

+11

0

29

+12

0

29

+13

0

29

+14

0

29

+15

0

29

+16

0

29

+17

0

29

+18

0

29

+19

0

29

+20

0

29

+21

0

29

+22

0

29

+23

0

29

+24

0

29

+25

0

29

+26

0

29

+27

0

29

+28

0

29

+29

0

29

+30

0

29

+31

0

29

+32

0

29

+33

0

29

+34

0

29

+35

0

29

+36

0

29

+37

0

29

+38

0

29

+39

0

29

+40

0

29

+41

0

29

+42

0

29

+43

0

29

+44

0

29

+45

0

29

+46

0

29

+47

0

29

+48

0

29

+49

0

29

+50

0

Clearing & Grubbing

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing

SID

E

CHAINAGE

29

+50

0

29

+51

0

29

+52

0

29

+53

0

29

+54

0

29

+55

0

29

+56

0

29

+57

0

29

+58

0

29

+59

0

29

+60

0

29

+61

0

29

+62

0

29

+63

0

29

+64

0

29

+65

0

29

+66

0

29

+67

0

29

+68

0

29

+69

0

29

+70

0

29

+71

0

29

+72

0

29

+73

0

29

+74

0

29

+75

0

29

+76

0

29

+77

0

29

+78

0

29

+79

0

29

+80

0

29

+81

0

29

+82

0

29

+83

0

29

+84

0

29

+85

0

29

+86

0

29

+87

0

29

+88

0

29

+89

0

29

+90

0

29

+91

0

29

+92

0

29

+93

0

29

+94

0

29

+95

0

29

+96

0

29

+97

0

29

+98

0

29

+99

0

30

+00

0

Clearing & Grubbing

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

LEGEND : GSB


SR

HS

LHS

RH

S

BC SHOULDER

HP

10

Ro

wH

P 1

0 R

ow

HP

10

Ro

w


HP

10

Ro

w

C & GEMBANKMENTDBM WMM SUBGRADE

To be StartedStructure Completed, Protection work

balance

Completed by

NKCStructure In Progress

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

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

Sub Grade Top 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Sub Grade Ist 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Embankment Top 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Clearing & Grubbing

SID

E

CHAINAGE

30

+00

0

30

+01

0

30

+02

0

30

+03

0

30

+04

0

30

+05

0

30

+06

0

30

+07

0

30

+08

0

30

+09

0

30

+10

0

30

+11

0

30

+12

0

30

+13

0

30

+14

0

30

+15

0

30

+16

0

30

+17

0

30

+18

0

30

+19

0

30

+20

0

30

+21

0

30

+22

0

30

+23

0

30

+24

0

30

+25

0

30

+26

0

30

+27

0

30

+28

0

30

+29

0

30

+30

0

30

+31

0

30

+32

0

30

+33

0

30

+34

0

30

+35

0

30

+36

0

30

+37

0

30

+38

0

30

+39

0

30

+40

0

30

+41

0

30

+42

0

30

+42

7

30

+44

0

30

+45

0

30

+46

0

30

+47

0

30

+48

0

30

+49

0

30

+50

0

Clearing & Grubbing 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Embankment Top 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Sub Grade Ist 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Sub Grade Top 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

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB 1 1 1 1 1 1

Sub Grade Top 1 1 1 1 1 1

Sub Grade Ist 1 1 1 1 1 1 1

Embankment Top 1 1 1 1 1 1 1

Clearing & Grubbing 1 1 1 1 1 1

SID

E

CHAINAGE

30

+50

0

30

+51

0

30

+52

0

30

+53

0

30

+54

0

30

+55

0

30

+56

0

30

+57

0

30

+58

0

30

+59

0

30

+60

0

30

+61

0

30

+62

0

30

+63

0

30

+64

0

30

+65

0

30

+66

0

30

+67

0

30

+68

0

30

+69

0

30

+70

0

30

+71

0

30

+72

0

30

+73

0

30

+74

0

30

+75

0

30

+76

0

30

+77

0

30

+78

0

30

+79

0

30

+80

5

30

+81

0

30

+82

0

30

+83

0

30

+84

0

30

+85

0

30

+86

0

30

+87

0

30

+88

0

30

+89

0

30

+90

0

30

+91

0

30

+92

0

30

+93

0

30

+94

0

30

+95

0

30

+96

0

30

+97

0

30

+98

0

30

+99

0

31

+00

0

Clearing & Grubbing

Embankment Top 1 1 1 1 1 1

Sub Grade Ist 1 1 1 1 1 1

Sub Grade Top 1 1 1 1 1 1

GSB 1 1 1 1 1

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

LEGEND : GSB

Reh

ablit

atio

nR

ehab

litat

ion

Bo

x C

ulv

ert

Bo

x C

ulv

ert

Bo

x C

ulv

ert


LHS

BC EMBANKMENTDBM WMM SUBGRADE SHOULDER

Bo

x Ty

pe

Bri

dge

RH

SLH

SR

HS

Bo

x Ty

pe

Bri

dge

Bo

x C

ulv

ert

C & G


balance

Completed by

NKCStructure To be StartedIn Progress

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing

SID

E

CHAINAGE

31

+00

0

31

+01

0

31

+02

0

31

+03

0

31

+04

0

31

+05

0

31

+06

0

31

+07

0

31

+08

0

31

+09

0

31

+10

0

31

+11

0

31

+12

0

31

+13

0

31

+14

0

31

+15

0

31

+16

0

31

+17

0

31

+18

0

31

+19

0

31

+20

0

31

+21

0

31

+22

0

31

+23

0

31

+24

0

31

+25

0

31

+26

0

31

+27

0

31

+28

0

31

+29

0

31

+30

0

31

+31

0

31

+32

0

31

+33

0

31

+34

0

31

+35

0

31

+36

0

31

+37

0

31

+38

0

31

+39

0

31

+40

0

31

+41

0

31

+42

0

31

+43

0

31

+44

0

31

+45

0

31

+46

0

31

+47

0

31

+48

0

31

+49

0

31

+50

0

Clearing & Grubbing

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing 1 1 1 1 1 1 1 1 1 1 1

SID

E

CHAINAGE

31

+50

0

31

+51

0

31

+52

5

31

+53

0

31

+54

0

31

+55

0

31

+56

0

31

+57

0

31

+58

0

31

+59

0

31

+60

0

31

+61

0

31

+62

0

31

+63

0

31

+64

0

31

+65

0

31

+66

0

31

+67

0

31

+68

0

31

+69

0

31

+70

8

31

+72

0

31

+73

0

31

+74

0

31

+75

0

31

+76

0

31

+77

0

31

+78

0

31

+79

0

31

+80

0

31

+81

0

31

+82

0

31

+83

0

31

+84

0

31

+85

0

31

+86

0

31

+87

0

31

+88

0

31

+89

0

31

+90

0

31

+89

5

31

+91

0

31

+92

0

31

+93

0

31

+94

0

31

+95

0

31

+96

0

31

+97

0

31

+98

0

31

+99

0

32

+00

0

Clearing & Grubbing 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

LEGEND : GSB

Bo

x C

ulv

ert

Bo

x C

ulv

ert


Bo

x C

ulv

ert

Bo

x C

ulv

ert

SHOULDER

Bo

x C

ulv

ert

HP

10

Ro

wH

P 1

0 R

ow

C & GSUBGRADE

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

Bo

x C

ulv

ert


balance

Completed by

NKCStructure In Progress To be Started


SR

HS

LHS

RH

S

EMBANKMENTDBM WMMBC

Bo

x Ty

pe

Bri

dge

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SID

E

CHAINAGE

32

+00

0

32

+01

0

32

+02

0

32

+03

0

32

+04

0

32

+05

0

32

+06

0

32

+07

0

32

+08

0

32

+08

7

32

+10

0

32

+11

0

32

+12

0

32

+13

0

32

+14

0

32

+15

0

32

+16

0

32

+17

0

32

+18

0

32

+19

0

32

+20

0

32

+21

0

32

+22

0

32

+23

0

32

+24

0

32

+25

0

32

+26

0

32

+27

0

32

+28

0

32

+29

0

32

+30

0

32

+31

0

32

+32

0

32

+33

0

32

+34

0

32

+35

0

32

+36

0

32

+37

0

32

+38

0

32

+39

0

32

+40

0

32

+41

0

32

+42

0

32

+43

0

32

+44

0

32

+45

0

32

+46

0

32

+47

0

32

+48

0

32

+49

0

32

+50

0

Clearing & Grubbing 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

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

Sub Grade Top 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Sub Grade Ist 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Embankment Top 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Clearing & Grubbing 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SID

E

CHAINAGE

32

+50

0

32

+51

0

32

+52

0

32

+53

0

32

+54

0

32

+55

0

32

+56

0

32

+57

0

32

+58

0

32

+59

0

32

+60

0

32

+61

0

32

+62

0

32

+63

0

32

+64

0

32

+65

0

32

+66

0

32

+67

0

32

+68

0

32

+69

0

32

+70

0

32

+71

0

32

+72

0

32

+73

0

32

+74

0

32

+75

0

32

+76

0

32

+77

0

32

+78

0

32

+79

0

32

+80

0

32

+81

0

32

+82

0

32

+83

0

32

+84

0

32

+85

0

32

+86

0

32

+87

0

32

+88

0

32

+89

0

32

+90

0

32

+91

0

32

+92

0

32

+93

0

32

+94

0

32

+95

0

32

+96

0

32

+97

0

32

+98

0

32

+99

0

33

+00

0

Clearing & Grubbing 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Embankment Top 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Sub Grade Ist 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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 Grade Top 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

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

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

LEGEND : GSB

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

C & G

LHS

RH

S

SHOULDER

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge


EMBANKMENTBC DBM WMM SUBGRADE

LHS

RH

S


balance

Completed by


SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

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

Sub Grade Top 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Sub Grade Ist 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Embankment Top 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Clearing & Grubbing 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SID

E

CHAINAGE

33

+00

0

33

+01

0

33

+02

0

33

+03

0

33

+04

0

33

+05

0

33

+06

0

33

+07

0

33

+08

0

33

+09

0

33

+10

0

33

+11

0

33

+12

0

33

+13

0

33

+14

0

33

+15

0

33

+16

0

33

+17

0

33

+18

0

33

+19

0

33

+20

0

33

+21

0

33

+22

0

33

+23

0

33

+24

0

33

+25

0

33

+26

0

33

+27

0

33

+28

0

33

+29

0

33

+30

0

33

+31

0

33

+32

0

33

+33

0

33

+34

0

33

+35

0

33

+36

0

33

+37

0

33

+38

0

33

+39

0

33

+40

0

33

+41

0

33

+42

0

33

+43

0

33

+44

0

33

+45

0

33

+46

0

33

+47

0

33

+48

0

33

+49

0

33

+50

0

Clearing & Grubbing 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Embankment Top 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Sub Grade Ist 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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 Grade Top 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

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

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Clearing & Grubbing 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SID

E

CHAINAGE

33

+50

0

33

+51

0

33

+52

0

33

+52

6

33

+54

0

33

+55

0

33

+56

0

33

+57

0

33

+58

0

33

+59

0

33

+60

0

33

+61

0

33

+62

0

33

+63

0

33

+64

0

33

+65

0

33

+66

0

33

+67

0

33

+68

0

33

+69

0

33

+70

0

33

+71

0

33

+72

0

33

+73

0

33

+74

0

33

+75

0

33

+76

0

33

+77

0

33

+78

0

33

+79

0

33

+80

0

33

+81

0

33

+82

0

33

+83

0

33

+84

0

33

+85

0

33

+86

0

33

+87

0

33

+88

0

33

+88

9

33

+90

0

33

+91

0

33

+92

0

33

+93

0

33

+94

0

33

+95

0

33

+96

0

33

+97

0

33

+98

0

33

+99

0

34

+00

0

Clearing & Grubbing 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

LEGEND : GSB


balance

Completed by


C & GEMBANKMENT

To be Started

LHS

RH

SLH

SR

HS

BC WMM SUBGRADE


Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

SHOULDER

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

DBM

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SID

E

CHAINAGE

34

+00

0

34

+01

0

34

+02

0

34

+03

0

34

+04

0

34

+05

0

34

+06

0

34

+07

0

34

+08

0

34

+09

0

34

+10

0

34

+11

0

34

+12

0

34

+13

0

34

+14

0

34

+15

0

34

+16

0

34

+17

0

34

+18

0

34

+19

0

34

+20

0

34

+21

0

34

+22

5

34

+23

0

34

+24

0

34

+25

0

34

+26

0

34

+27

0

34

+28

0

34

+29

0

34

+30

0

34

+31

0

34

+32

0

34

+33

0

34

+34

0

34

+35

0

34

+36

0

34

+37

5

34

+38

0

34

+39

0

34

+40

0

34

+41

0

34

+42

0

34

+43

0

34

+44

0

34

+45

0

34

+46

0

34

+47

0

34

+48

0

34

+49

0

34

+50

0

Clearing & Grubbing 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SID

E

CHAINAGE

34

+50

0

34

+51

0

34

+52

0

34

+53

0

34

+54

0

34

+55

0

34

+56

0

34

+57

0

34

+58

0

34

+59

0

34

+60

0

34

+61

0

34

+62

0

34

+63

0

34

+64

0

34

+65

0

34

+66

0

34

+67

0

34

+68

0

34

+69

0

34

+70

0

34

+71

0

34

+72

0

34

+73

0

34

+74

0

34

+75

0

34

+76

0

34

+77

0

34

+78

0

34

+78

8

34

+80

0

34

+81

0

34

+82

0

34

+83

0

34

+84

0

34

+85

0

34

+86

0

34

+87

0

34

+88

0

34

+89

0

34

+90

0

34

+91

0

34

+92

0

34

+93

0

34

+94

0

34

+95

0

34

+96

0

34

+97

0

34

+98

0

34

+99

0

35

+00

0

Clearing & Grubbing 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 11 1 1 1 1 1 1 1 1 1

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

LEGEND : GSB

LHS

RH

S

EMBANKMENTDBM

Structure In ProgressR

ehab

litat

ion

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

C & G

Bo

x Ty

pe

Bri

dge

Emb 2nd

SUBGRADE

To be Started

LHS

RH

S


balance

Completed by

NKCR

ehab

litat

ion

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge


BC SHOULDERWMM

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing

SID

E

CHAINAGE

35

+00

0

35

+01

0

35

+02

0

35

+03

0

35

+04

0

35

+05

0

35

+06

0

35

+07

0

35

+08

0

35

+09

0

35

+10

0

35

+11

0

35

+12

0

35

+13

0

35

+14

0

35

+15

0

35

+16

0

35

+17

0

35

+18

0

35

+19

0

35

+20

0

35

+21

0

35

+22

0

35

+23

0

35

+24

0

35

+25

0

35

+26

0

35

+27

0

35

+28

0

35

+29

0

35

+30

0

35

+31

0

35

+32

0

35

+33

0

35

+34

0

35

+35

0

35

+36

0

35

+37

0

35

+38

0

35

+39

0

35

+40

0

35

+41

0

35

+42

5

35

+43

0

35

+44

0

35

+45

0

35

+46

0

35

+47

0

35

+48

0

35

+49

0

35

+50

0

Clearing & Grubbing

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing

SID

E

CHAINAGE

35

+50

0

35

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35

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35

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35

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0

35

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2

36

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0

Clearing & Grubbing

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

LEGEND : GSB

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge


BC


balance

Completed by

NKCTo be Started

Bo

x Ty

pe

Bri

dge

C & G

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

“Construction for Widening & Strengthening of existing carriageway to 2-lane with paved shoulder from Pirhat to Chandbali(Km.27/500 to Km. 45/000 of SH-09). - Package No-OSRP-CW-ICB-P02B

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

LHS

RH

SLH

SR

HS

Bo

x Ty

pe

Bri

dge


EMBANKMENTDBM WMM SUBGRADE SHOULDER

Bo

x Ty

pe

Bri

dge

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing

SID

E

CHAINAGE

36

+00

0

36

+01

0

36

+02

0

36

+03

0

36

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36

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36

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36

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0

36

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0

36

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0

36

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0

36

+50

0

Clearing & Grubbing

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing

SID

E

CHAINAGE

36

+50

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36

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36

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36

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36

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36

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36

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36

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36

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36

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36

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36

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36

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0

36

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0

36

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0

36

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0

36

+98

0

36

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0

37

+00

0

Clearing & Grubbing

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

LEGEND : GSB

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

Bo

x C

ulv

ert

Bo

x C

ulv

ert

RH

SLH

SR

HS

EMBANKMENTDBM WMM


SUBGRADE

LHS

SHOULDERB

ox

Cu

lver

tB

ox

Cu

lver

tBC C & G


balance

Completed by


SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing

SID

E

CHAINAGE

37

+00

0

37

+01

4

37

+02

0

37

+03

0

37

+04

0

37

+05

0

37

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37

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0

37

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37

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37

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37

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37

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37

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37

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37

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37

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37

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37

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37

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0

37

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0

37

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0

37

+46

0

37

+47

0

37

+48

0

37

+49

0

37

+50

0

Clearing & Grubbing 1 1 1 1 1 1

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing

SID

E

CHAINAGE

37

+50

0

37

+51

0

37

+52

0

37

+53

0

37

+54

0

37

+55

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37

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37

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0

37

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0

37

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0

37

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0

37

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0

37

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0

37

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0

37

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37

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37

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0

37

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0

37

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0

37

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37

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0

37

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37

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0

37

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0

37

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0

37

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7

38

+00

0

Clearing & Grubbing 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

LEGEND : GSB


Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

Reh

ablit

atio

nR

ehab

litat

ion

LHS

RH

SLH

SR

HS

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

SHOULDER

To be Started

C & GEMBANKMENTBC DBM WMM SUBGRADE


balance

Completed by


SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing

SID

E

CHAINAGE

38

+00

0

38

+01

0

38

+02

0

38

+03

0

38

+04

0

38

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38

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38

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38

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38

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38

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38

+12

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38

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38

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38

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38

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38

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38

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38

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0

38

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0

38

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38

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38

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0

38

+24

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38

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38

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38

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38

+28

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38

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38

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38

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38

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38

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38

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0

38

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38

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0

38

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0

38

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0

38

+45

0

38

+46

0

38

+47

0

38

+48

0

38

+49

0

38

+50

0

Clearing & Grubbing

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing

SID

E

CHAINAGE

38

+50

0

38

+51

0

38

+52

0

38

+53

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38

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0

38

+55

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0

38

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0

38

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0

38

+97

0

38

+98

0

38

+99

0

39

+00

0

Clearing & Grubbing

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

LEGEND : GSB SUBGRADE SHOULDERC & G

Completed by



balanceTo be Started


LHS

RH

SLH

SR

HS

EMBANKMENTDBM WMMBC

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing

SID

E

CHAINAGE

39

+00

0

39

+01

0

39

+02

0

39

+03

0

39

+04

0

39

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39

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39

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0

39

+42

0

39

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0

39

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0

39

+45

0

39

+46

0

39

+47

0

39

+48

0

39

+49

0

39

+50

0

Clearing & Grubbing

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing

SID

E

CHAINAGE

39

+50

0

39

+51

0

39

+52

0

39

+53

0

39

+54

0

39

+55

0

39

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0

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0

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0

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0

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0

39

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0

39

+96

0

39

+97

0

39

+98

0

39

+99

0

40

+00

0

Clearing & Grubbing

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

LEGEND : GSB

HP

5 R

ow

C & G

LHS

RH

SLH

SR

HS

EMBANKMENT


BC DBM WMM SHOULDER

HP

5 R

ow

HP

5 R

ow

HP

5 R

ow

SUBGRADE


balance

Completed by


SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing

SID

E

CHAINAGE

40

+00

0

40

+01

0

40

+02

0

40

+03

0

40

+04

0

40

+05

0

40

+06

0

40

+07

0

40

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0

40

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40

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40

+11

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40

+12

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40

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40

+14

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40

+15

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40

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0

40

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0

40

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40

+19

0

40

+20

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40

+21

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40

+22

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40

+23

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40

+24

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40

+25

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40

+26

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5

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40

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0

40

+46

0

40

+47

0

40

+48

0

40

+49

0

40

+50

0

Clearing & Grubbing

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing

SID

E

CHAINAGE

40

+50

0

40

+51

0

40

+52

0

40

+53

0

40

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0

40

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0

40

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0

40

+96

0

40

+97

0

40

+98

0

40

+99

0

41

+00

0

Clearing & Grubbing

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

LEGEND : GSB

HP

5 R

ow

C & G

LHS

RH

SLH

SR

HS

EMBANKMENT


BC DBM WMM SHOULDER

HP

5 R

ow

HP

5 R

ow

HP

5 R

ow

SUBGRADE


balance

Completed by


SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing

SID

E

CHAINAGE

41

+00

0

41

+01

0

41

+02

0

41

+03

0

41

+04

0

41

+05

0

41

+06

0

41

+07

0

41

+08

0

41

+09

0

41

+10

0

41

+11

0

41

+12

5

41

+13

0

41

+14

0

41

+15

0

41

+16

0

41

+17

0

41

+18

0

41

+19

0

41

+20

0

41

+21

0

41

+22

0

41

+23

0

41

+24

0

41

+25

0

41

+26

0

41

+27

5

41

+28

0

41

+29

0

41

+30

0

41

+31

0

41

+32

0

41

+33

0

41

+34

0

41

+35

0

41

+36

0

41

+37

5

41

+39

0

41

+40

0

41

+41

0

41

+42

0

41

+43

0

41

+44

0

41

+45

0

41

+46

0

41

+47

0

41

+48

0

41

+49

0

41

+50

0

41

+51

0

Clearing & Grubbing

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing

SID

E

CHAINAGE

41

+50

0

41

+51

0

41

+52

0

41

+53

0

41

+54

0

41

+55

0

41

+56

0

41

+57

0

41

+58

0

41

+59

0

41

+60

0

41

+61

0

41

+62

0

41

+63

0

41

+64

0

41

+65

0

41

+66

0

41

+67

0

41

+68

0

41

+69

0

41

+70

0

41

+71

0

41

+72

0

41

+73

0

41

+74

0

41

+75

0

41

+76

0

41

+77

0

41

+78

0

41

+79

0

41

+80

0

41

+81

0

41

+82

0

41

+83

0

41

+84

0

41

+85

0

41

+86

0

41

+87

0

41

+88

0

41

+89

0

41

+90

0

41

+91

0

41

+92

0

41

+93

0

41

+94

0

41

+95

0

41

+96

0

41

+97

0

41

+98

0

41

+98

5

42

+00

0

Clearing & Grubbing

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

LEGEND : GSB


Bo

x C

ulv

ert

Bo

x C

ulv

ert


balance

Completed by

NKC

SUBGRADE

Bo

x C

ulv

ert

Bo

x C

ulv

ert

Bo

x C

ulv

ert

Bo

x C

ulv

ert

To be Started


BC SHOULDER

Bo

x C

ulv

ert

Bo

x C

ulv

ert

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

Bo

x C

ulv

ert

Bo

x C

ulv

ert


C & G

LHS

RH

SLH

SR

HS

EMBANKMENTDBM WMM

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing

SID

E

CHAINAGE

42

+00

0

42

+01

0

42

+02

0

42

+03

0

42

+04

0

42

+05

0

42

+06

0

42

+07

0

42

+08

0

42

+09

0

42

+10

0

42

+11

0

42

+12

0

42

+13

0

42

+14

0

42

+15

0

42

+16

0

42

+17

0

42

+18

0

42

+19

0

42

+20

0

42

+21

0

42

+22

5

42

+24

0

42

+25

0

42

+26

0

42

+27

0

42

+28

0

42

+29

0

42

+30

0

42

+31

0

42

+32

0

42

+33

0

42

+34

0

42

+35

0

42

+36

0

42

+37

0

42

+38

0

42

+39

3

42

+40

0

42

+41

0

42

+42

0

42

+43

0

42

+44

0

42

+45

0

42

+46

0

42

+47

0

42

+47

6

42

+49

0

42

+50

0

42

+51

0

Clearing & Grubbing

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing

SID

E

CHAINAGE

42

+51

0

42

+52

0

42

+53

0

42

+54

0

42

+55

0

42

+56

0

42

+57

0

42

+58

0

42

+59

0

42

+60

0

42

+61

0

42

+62

0

42

+63

0

42

+64

0

42

+65

0

42

+66

0

42

+67

0

42

+68

0

42

+69

0

42

+70

0

42

+71

0

42

+72

0

42

+73

0

42

+74

0

42

+75

0

42

+76

0

42

+77

0

42

+78

0

42

+79

0

42

+80

0

42

+81

0

42

+82

0

42

+83

0

42

+84

0

42

+85

0

42

+86

0

42

+87

0

42

+88

0

42

+89

0

42

+90

0

42

+91

0

42

+92

0

42

+93

0

42

+94

0

42

+95

0

42

+96

0

42

+97

0

42

+98

0

42

+99

0

43

+00

0

43

+01

0

Clearing & Grubbing

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

LEGEND : GSB

LHS

RH

S


balanceStructure In Progress

Bo

x Ty

pe

Bri

dge

STRIP CHART FOR ROAD WORKS SH - 09LH

SR

HS

Bo

x C

ulv

ert

Bo

x C

ulv

ert

Bo

x C

ulv

ert


EMBANKMENTDBM WMM SUBGRADE SHOULDER

Bo

x C

ulv

ert

Bo

x Ty

pe

Bri

dge

BC C & G

Completed by

NKCTo be Started

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing

SID

E

CHAINAGE

43

+00

0

43

+01

0

43

+02

0

43

+03

0

43

+04

0

43

+05

0

43

+06

0

43

+07

0

43

+08

0

43

+09

0

43

+10

0

43

+11

0

43

+12

0

43

+13

0

43

+14

0

43

+15

0

43

+16

0

43

+17

0

43

+18

0

43

+19

0

43

+20

0

43

+21

0

43

+22

0

43

+23

0

43

+24

0

43

+25

0

43

+26

0

43

+27

0

43

+28

0

43

+29

0

43

+30

0

43

+31

0

43

+32

0

43

+33

0

43

+34

0

43

+35

0

43

+36

0

43

+37

0

43

+38

0

43

+39

0

43

+40

0

43

+41

0

43

+42

0

43

+43

0

43

+44

0

43

+45

0

43

+46

0

43

+47

0

43

+48

0

43

+49

0

43

+50

0

Clearing & Grubbing

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing

SID

E

CHAINAGE

43

+50

0

43

+51

0

43

+52

0

43

+53

0

43

+54

0

43

+55

0

43

+56

0

43

+57

0

43

+58

0

43

+59

0

43

+60

0

43

+61

0

43

+62

0

43

+63

0

43

+64

0

43

+65

0

43

+66

0

43

+67

0

43

+68

0

43

+69

0

43

+70

0

43

+71

0

43

+72

0

43

+73

0

43

+74

0

43

+75

0

43

+76

0

43

+76

3

43

+78

0

43

+79

0

43

+80

0

43

+81

0

43

+82

0

43

+83

0

43

+84

0

43

+85

0

43

+86

0

43

+87

0

43

+88

0

43

+89

0

43

+90

0

43

+91

0

43

+92

0

43

+93

0

43

+94

0

43

+95

0

43

+96

0

43

+97

0

43

+98

0

43

+99

0

44

+00

0

Clearing & Grubbing

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

LEGEND : GSB

In Progress

LHS

RH

S

Bo

x Ty

pe

Bri

dge

Bo

x Ty

pe

Bri

dge

RH

S

Bo

x C

ulv

ert

Bo

x C

ulv

ert

LHS


EMBANKMENTDBM WMM SUBGRADE


balance

Bo

x C

ulv

ert

Bo

x C

ulv

ert

To be Started

SHOULDERBC C & G

Completed by

NKCStructure

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing

SID

E

CHAINAGE

44

+00

0

44

+01

0

44

+02

0

44

+03

0

44

+04

0

44

+05

0

44

+06

0

44

+07

0

44

+08

0

44

+09

0

44

+10

0

44

+11

0

44

+12

0

44

+13

0

44

+14

0

44

+15

0

44

+16

0

44

+17

0

44

+18

0

44

+19

0

44

+20

0

44

+21

0

44

+22

0

44

+23

0

44

+24

0

44

+25

0

44

+26

0

44

+27

0

44

+28

0

44

+29

0

44

+30

0

44

+30

7

44

+32

0

44

+33

0

44

+34

0

44

+35

0

44

+36

0

44

+37

0

44

+38

0

44

+39

0

44

+40

0

44

+41

0

44

+42

0

44

+43

0

44

+44

0

44

+45

0

44

+46

0

44

+47

0

44

+48

0

44

+49

0

44

+50

0

Clearing & Grubbing

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

SHOULDER

BC/PQC

DBM/DLC

WMM Top

WMM Ist

GSB

Sub Grade Top

Sub Grade Ist

Embankment Top

Clearing & Grubbing 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SID

E

CHAINAGE

44

+50

0

44

+51

0

44

+52

0

44

+53

0

44

+54

0

44

+55

0

44

+56

0

44

+57

0

44

+58

0

44

+59

0

44

+60

0

44

+61

0

44

+62

0

44

+63

0

44

+64

0

44

+65

0

44

+66

0

44

+67

0

44

+68

0

44

+69

0

44

+70

0

44

+71

0

44

+72

0

44

+73

0

44

+74

0

44

+75

0

44

+76

0

44

+77

0

44

+78

0

44

+79

0

44

+80

0

44

+81

0

44

+82

0

44

+83

0

44

+84

0

44

+85

0

44

+86

0

44

+87

0

44

+88

0

44

+89

0

44

+90

0

44

+91

0

44

+92

0

44

+93

0

44

+94

0

44

+95

0

44

+96

0

44

+97

0

44

+98

0

44

+99

0

45

+00

0

Clearing & Grubbing

Embankment Top

Sub Grade Ist

Sub Grade Top

GSB

WMM Ist

WMM Top

DBM/DLC

BC/PQC

SHOULDER

LEGEND : GSB C & G

LHS

RH

SLH

SR

HS

EMBANKMENTDBM WMMBC


SUBGRADE SHOULDER

Bo

x C

ulv

ert

Bo

x C

ulv

ert


balance

Completed by


Legends: In progress

Completed by NKC Projects Pvt. Ltd Not Applicable

Sl No. ChainageType of

structureSpan Excavation PCC

Raft/

Fondation

concrete

Walls/

Head wall

Deck slab

/ Pipe

laying

Return

wall/

Retaining

wall

Railing/ Crash

Barrier/

Paratet

Floor

protection

work

Stone

pitching in

Quadrants

Remarks

1 27+510 HPC 1X1

2 27+800 BOX MNB 3X3X3

3 27+925 BOX MNB 3X3X3

4 28+152 BOX MNB 2X8

5 28+500 BOX MNB 1X8

6 28+820 BOX MNB 3X6X3

7 28+900 BOX MNB 3X3X3

8 29+850 HPC 10X1

9 29+940 HPC 10X1

10 30+140 BOX MNB 3X3X3

11 30+320 REHAB 2X6.7

12 30+427 BOX 1X4X4RHS completed

upto H/W final lift

13 30+805 BOX 1X2X2

14 31+030 BOX MNB 3X3X3

15 31+150 BOX MNB 3X3X3

16 31+470 BOX 1X4X3

17 31+525 BOX 1X4X3

18 31+708 BOX 1X4X3

19 31+895 HPC 1X10X3

20 32+087 BOX MNB 3X6X3

21 32+520 BOX MNB 3x3x3

22 33+526 BOX MNB 3x3x3

23 33+889 BOX MNB 3x3x3

24 34+225 BOX MNB 3x3x3

25 34+375 BOX MNB 3x3x3

26 34+788 REHAB 1X10.3

27 35+000 BOX MNB 3X3X3

28 35+090 BOX MNB 3X3X3

29 35+280 BOX MNB 3X3X3

30 35+340 BOX MNB 3x8

31 35+425 BOX MNB 3x8

32 35+510 BOX MNB 3x8

33 35+600 BOX MNB 3x8

34 35+680 BOX MNB 3x8

35 35+817 BOX MNB 3x3x3

36 35+900 BOX MNB 3x8

37 35+975 BOX MNB 3x8

38 36+040 BOX MNB 3x8

39 36+764 BOX 1X4X3

40 36+915 BOX MNB 3X3X3

41 37+014 BOX MNB 3X3X3

42 37+850 BOX MNB 2X4X4

43 37+987 REHAB 4x10.45

44 39+387 HPC 5X1

45 39+837 HPC 5X1

46 40+295 HPC 5X1LHS completed upto

H/W final lift

47 40+960 HPC 5X1

48 41+125 BOX 1X4X3

49 41+275 BOX 1X4X3

50 41+375 BOX 1X4X3

51 41+550 BOX 1X4X4

52 41+750 BOX MNB 3X3X3

53 41+985 BOX 1X3X4

54 42+225 BOX 1X4X4

55 42+393 BOX 1X4X4

56 42+476 BOX MNB 1X6

57 43+050 BOX 1X2X2

58 43+550 BOX MNB 1X6

59 43+763 BOX 1X4X3

60 44+307 BOX 1X2X3

Widening & Strengthening of Existing Carriage Way to 2 lane road for Pirhat-Chandbali Road [27/500 Km. to 45/000 Km. of SH-9

(Balance work)- Package OSRP-Bal-P02B]

PROGRESS STRIP CHART OF STRUCTURE WORK AS ON -31.01.2017Completed by previous Contractor (Excluding protection work)Scope of NKC Ltd.

SL.

NO.DATE LETTER REFFERENCE NO. SUBJECT TO

1 02.01.2017 LASA/RE-P02B/73466/26 Review of Weekly Progress for 4th Wek Dec-26-31 2016 NKC

2 09.01.2017 LASA/RE-P02B/73466/27 Review of Weekly Programme for First week of January from 02-07 2017 NKC

3 10.01.2017 LASA/RE-P02B/73466/28 Approval of Borrow are no 3&4 respectively for Embankment NKC

4 10.01.2017 LASA/RE-P02B/73466/29 JMF for GSB NKC

5 12.01.2017 LASA/RE-P02B/73466/30 Approval of working drawing of Pipe Culvert NKC

6 13.01.2017 LASA/RE-P02B/73466/31 Over moisture earth for Embankment Layer NKC

7 13.01.2017 LASA/RE-P02B/73466/32 Approval for Moorum located at Dhenka Village for Subgrade layer NKC

8 14.01.2017 LASA/RE-P02B/73466/33 Locations of Confirmatory Boring. NKC

9 14.01.2017 LASA/RE-P02B/73466/34 Review of Weekly programme for Second week of January from 09-14 2017 NKC

10 17.01.2017 LASA/RE-P02B/73466/35 Concrete Mix Design of M 15 (PCC)and M 20 (PCC) grade with Cement Ultratech OPC-43 NKC

11 17.01.2017 LASA/RE-P02B/73466/36 Traffic Control and Safety measures in Construction Zone NKC

12 19.01.2017 LASA/RE-P02B/73466/37 IPC No. 02 for the month of Nov. & Dec. 2016 CE, OWD

13 19.01.2017 LASA/RE-P02B/73466/38 Excise Excemption Certificate for Procurement of Steel CE, OWD

14 19.01.2017 LASA/RE-P02B/73466/39 MPR for the month of December 2016 CE, OWD

15 23.01.2017 LASA/RE-P02B/73466/40 Review of weekly Programme for 3rd week of Jan. 2017 NKC

16 25.01.2017 LASA/RE-P02B/73466/41 Proceeding on Leave CE, OWD

17 25.01.2017 LASA/RE-P02B/73466/42 Concrete Mix Design of M-35 RCC Grade with Raasi OPC-43 Cement NKC

18 27.01.2017 LASA/RE-P02B/73466/43 Borrow area No-5 at Ch-37+380 (LHS) for Embankment Material NKC

19 30.01.2017 LASA/RE-P02B/73466/44 Review of Weekly Programme for 4th Week of January 2017 NKC

APPENDIX-3

“Widening & Strengthening of Existing Carriage Way to 2 lane road for Pirhat-Chandbali Road [27/500 Km. to 45/000 Km. of SH-9

(Balance work)] - Package OSRP-Bal-P02B]”

CORRESPONDENCE FOR THE MONTH OF JANUARY 2017- OUTWARD

SL. NO. DATE LETTER REFFERENCE NO. SUBJECT FROM

1 02.01.2017 PMU-WB-82/2016-52 Payment of 1st Installment of Mobilization Advance reg. OWD

2 06.01.2017 NKC/OSRP/P02B/2016-17/01/16 Submission of Working Drawing Culvert NKC

3 06.01.2017 NKC/OSRP/P02B/2017-18/01/17 Submission of GSB Mix Design as per MORTH 5th Revision Table 400-1 Grading-V Section-400 for approval NKC

4 06.01.2017 NKC/OSRP/P02B/2017-18/01/18 Submission of Borrow Area No-3 Ch-33+105 RHS Soil test Report for Embankment for Approval NKC

5 06.01.2017 NKC/OSRP/P02B/2017-18/01/19 Submission of Borrow Area No-4 Ch-44+780 RHS Soil test Report for Embankment for Approval NKC

6 06.01.2017 NKC/OSRP/P02B/2017-18/01/20 Submission of Borrow Area No-1 Dhenka Village Moorum test Report for use in Subgrade for Approval NKC

7 07.01.2017 NKC/OSRP/P02B/2016-17/01/21 Work programme for the month of January-2017 NKC

8 12.01.2017 NKC/OSRP/P02B/2016-17/01/22 Location of Confirmatory Boring NKC

9 17.01.2017 NKC/OSRP/P02B/2016-17/01/23 Submission of IPA-02 for the month of Nov. & Dec. 2016 NKC

10 17.01.2017 NKC/OSRP/P02B/2016-17/01/24 Request for approval Interim Payment Application No-02 NKC

11 17.01.2017 NKC/OSRP/P02B/2016-17/01/25 Submission of Concrete Mix Design M-15 Grade with Ultratech Cement NKC

12 17.01.2017 NKC/OSRP/P02B/2016-17/01/26 Submission of Concrete Mix Design M-20 Grade with Ultratech Cement NKC

13 17.01.2017 NKC/OSRP/P02B/2016-17/01/27 Submission of Quality Assurance Manual NKC

14 18.01.2017 PMU-WB-48/2016 - 2260 Excise Exemption Certificate for Procurement of Steel OWD

15 19.01.2017 NKC-HO-OSRP-2016-17-110 Excise Exemption Certificate for Procurement of Goods NKC

16 21.01.2017 NKC/OSRP/P02B/2016-17/01/29 Request for Concrete Mix Design with Raasi Cement used to permanent work NKC

17 27.01.2017 NKC/OSRP/P02B/2016-17/01/30 Submission of Borrow Area No-5 37+380 for use in Embankment for Approval NKC

18 27.01.2017 NKC/OSRP/P02B/2016-17/01/31 Submission of Status Report for Equipment Mobilisation as on Date-25.01.2017 NKC

19 30.01.2017 NKC/OSRP/P02B/2016-17/01/32 Submission of Third Party Test Reports NKC

20 30.01.2017 NKC/OSRP/P02B/2016-17/01/33 Submission of Typical Cross Section NKC

21 30.01.2017 NKC/OSRP/P02B/2016-17/01/34 Submission of Working Cross Section NKC

22 31.01.2017 PMU-WB-82/2016 - 3781 Observation on IPC No-02 regarding OWD

APPENDIX-3

“Widening & Strengthening of Existing Carriage Way to 2 lane road for Pirhat-Chandbali Road [27/500 Km. to 45/000 Km. of SH-9

(Balance work)- Package OSRP-Bal-P02B]”

CORRESPONDENCE FOR THE MONTH OF JANUARY 2017 - INWARD

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