(Package No. IE/BOT-II/NH-10/HRY/004) - nhai.org.innhai.org.in/spw/IEReport/MPR ICT Rohtak...

NHAI – PIU (Rohtak)

(Package No. IE/BOT-II/NH-10/HRY/004)

Intercontinental Consultants and Technocrats Pvt. Ltd. Ho.No.354/29,Sky Hawk Banquet Hall, Tilak Nagar, Rohtak,Haryana-124001

Ph. 01262-655291,655292, Fax.No. 01262-295902, E-mail:[email protected]

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ICT/IC/NHAI/IND/NH-10/TL-8321 6th April 2015

Independent Engineering Service for 4/6 Laning of NH-10 from Delhi/Haryana Border to RohtakIn the state of Haryana On BOT basis Under NHDP PhaseIII(A)

Project No. IE/BOT-II/NH-10/HRY/004

Monthly Progress Report: March 2015

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CHAPTER TABLE OF CONTENTS Page No.

1.0 EXECUTIVE SUMMARY 1-7

1.1 PROGRESS SUMMARY 1

1.2 CONCESSIONAIRE’S WORK PROGRAMME 1

1.3 HANDING OVER OF SITE 1

1.4 SHIFTING OF UTILITIES 1

1.5 FOREST CLEARANCE AND REMOVAL OF TREES 1

1.6 DESIGN REVIEW CARRIED OUT BY TL/IE DURING THE MONTH 1

1.7 QUALITY CONTROL 2

1.8 MAINTENANCE OF EXISTING ROAD 2

1.9 SAFETY MEASURES 3-4

1.10 FORCE MAJEURE EVENT DURING THE MONTH 5

1.11 ISSUE OF DELAYED COMPLETION 5

1.12 ISSUES OF CONCERN 5-7

2.0 PROJECT DETAILS 8-9

2.1 PROJECT BACKGROUND 8

2.2 STRETCHES OF PROJECT HIGHWAY 8

2.3 MAIN SCOPE OF WORK 9

2.4 LOCATION MAP 10

3.0 CONTRACT DETAILS 11

4.0 ROLE OF INDEPENDENT ENGINEER 12-14

4.1 DESIGN REVIEW STAGE 12

4.2 CONSTRUCTION STAGE 12-13

4.3 OPERATION AND MAINTENANCE STAGE 14

4.4 ORGANIZATION CHART OF IE 15

5.0 WORK PROGRESS 16-28

5.1 OVERALL PHYSICAL PROGRESS 16

5.2 DETAILS OF WORK CARRIED OUT DURING THE MONTH 16-28

6.0 HANDING OVER OF SITE 29

7.0 SHIFTING OF UTILITIES 29

8.0 FOREST CLEARANE AND REMOVAL OF TREES 29

9.0 DESIGN REVIEW 30-31

10.0 MAINTENANCE OF EXISTING ROAD 32

11.0 SAFETY MEASURES 33-34

12.0 WEATHER REPORT 35

13.0 QUALITY REVIEW REPORT 36-46

13.1 QUALITY ASSURANCE/MATERIALS TESTING REPORT 36

13.2 Details of Non-Conforming Product Notifications 37-46

14.0 CORRESPONDENCE BETWEEN I. E. & THE CONCESSIONAIRE 47

15.0 FORCE MAJEURE EVENT 48

16.0 REDRESSAL OF GRIEVANCES 49

17.0 APPENDIX

17.1 DETAILS OF MOBILIZATION OF IE’S STAFF 50

17.2 DETAILS OF THE CONCESSIONAIRE’S SITE STAFF (SPV) 51

17.3 QUALITY ASSURANCE RECORD 52-54

Independent Engineering Services for 4/6 Laning of Delhi/Haryana Border to Rohtak

In the state of Haryana On BOT basis Under NHDP Phase III (A) Package No. IE/BOT-II/NH-10/HRY/004


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1.0 EXECUTIVE SUMMARY

1.1 PROGRESS SUMMARY

Description Up to Previous Month This Month

Cumulative

As per Concessionaire’s Programme 100% - -

As per actual 94.33% 0.00% 94.33%

The Concessionaire has started the construction of balance works of the project. The works of balance service roads in Bahadurgarh Bypass are being carried out including some other works such as fixation of sign boards, etc. The works of fixation of bearings and launching of steel girders in the track span of ROB at Ch. 86+177 have been completed by the Concessionaire. Presently, the works of erection of intermediate cross girders and cross bracing are being carried out by the Concessionaire. The Concessionaire has been requested to also carry out works related to safety and maintenance of project highway including to take actions to prevent encroachment of NHAI land. The progress of works need to be expedited by the Concessionaire to complete the project without any more further delays. The project can be completed within a period of 3-4 months if the Concessionaire executes the works with proper planning and by providing adequate resources.

1.2 CONCESSIONAIRE’S WORK PROGRAMME:

The Concessionaire had committed during meeting held at RO Office, Chandigarh on 16th January 2015 under the Chairmanship of Mr. B. S. Singla, CGM (T), that the balance works including ROB at Ch. 86+177 will be completed by 31st March 2015. The Concessionaire has been asked to submit the work programme to complete the entire project. The Concessionaire has also been asked to the expedite the completion of the balance works of entire project from Km. 29+650 to Km. 85+372 such as balance service road, slip roads, truck lay byes, road signages & safety appurtenances, road markings, balance works of structures, balance toll plaza works, highway lighting works, MBCB, drainage works, bus bays, ROB at Rohtak bypass to make the Rohtak bypass operational. The Concessionaire had also been advised to submit the consolidated case for extension of time of project at the earliest but the same has not been received up till now.

1.3 HANDING OVER OF SITE:

Land in the total length of the project has been handed over.

1.4 SHIFTING OF UTILITIES:

Completed.

1.5 FOREST CLEARANCE AND REMOVAL OF TREES:

Completed

1.6 DESIGN REVIEW CARRIED OUT BY TL/IE DURING THE MONTH:

Design of roads and structures had already been completed.




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1.7 QUALITY CONTROL:

The fixation of bearings for ROB at Ch. 86+177 (in track span) has been completed by the Concessionaire. These works were checked by Railway Authorities as well as by the representatives of Independent Engineer and PIU-NHAI/Rohtak. The service road works were also inspected regularly by the representatives of the Independent Engineer and necessary directions to ensure the proper levels and for quality of materials were issued to the Concessionaire and subsequently follow ups are being made at site to ensure compliance of these observations.

1.8 MAINTENANCE OF PROJECT HIGHWAY:

1.8.1 Status of Maintenance: The works have been started by the Concessionaire, however, the maintenance and repair is yet

to be carried out by the Concessionaire.

1.8.2 Maintenance measures required to be taken by the Concessionaire:

Following Maintenance measures are still required to be taken by the Concessionaire.

i. The slip roads at every grade separators & VUPs require extensive repairs.

ii. Proper drainage measures are required to be taken at slip roads & in the stretch where water is accumulated on account of reverse slope.

iii. Rain cuts at two three places up to Km 85+000 are require to be attended on priority basis.

iv. Restoration of pavement affected due to rain cuts in Rohtak Bypass at the approaches of

(a) Minor Bridge at Ch. 88+393 (both sides)

(b) VUP at Ch. 91+131 (both sides)

v. Restoration of pavement due to rain cuts in scattered reaches from Ch. 86+700 to Ch. 93+140.

vi. Slope protection work is yet to be taken up where height of embankment is more than 3.0m. particularly at the approaches of structures.

vii. The repair of strip seal expansion joints of various locations. The list of damaged strip seal expansion joints has been forwarded already to the Concessionaire.

viii. Rectification of defects noted in the structures and for which the list of the same has already been submitted to the Concessionaire.

ix. The sealing of gaps in the RCC crash barrier panels at the grade separator at Ch. 33+445, Ch. 35+643, Ch. 38+440, Ch. 40+107, etc.




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1.9 SAFETY MEASURES:

The Concessionaire must address required safety measures by deploying safety teams to look after

the work of safety measures on the project highway. The cleaning of chocked/non-functioning pipe &

box culverts is required to be carried out by the Concessionaire for which immediate efforts are

required to be made by the Concessionaire. The main points of concern are as follows.

(a) Unauthorized median cuts:

Existing Illegal cuts in median indicated in previous reports have not been closed and as such

present status remains same as given below:

(i) Km 31+500 (Sector – 9)

(ii) Km 50+950 (Rohad Village)

(iii) Km 52+190 (Near Toll plaza diversion)

(iv) Km 69+540

(v) Km 77+800 (Petrol Pump)

(vi) Km 83+450

(vii) Km 85+100

The above mentioned median cuts are on the stretch which has been opened to traffic (i.e. from

Ch. 29+650 to Ch. 85+372). These median openings are required to be closed immediately to

avoid accidents. Similar action in the further stretch from Km 85+372 to Km. 93+140 should also

be taken accordingly.

(b) Fixing of Road Signs

Since the stretch from Km. 29.650 to Km. 85.372 has been opened to traffic so it has become

very necessary to fix the sign boards particularly at the junctions. Following are the junctions

which need immediate attention of the Concessionaire:

(i) Junction at Km. 68+400

(ii) VUP at Km. 69+600

(iii) Clover leaf at Km. 76+076

(iv) VUP at Km. 79+207

(v) Grade Separator at Km. 85+372




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(c) Black Spots

Though the project highway has been constructed as per required specification & design but the

following spots except the illegal cuts are still existing at present which may also prove as

accident prone areas in future in the absence of further improvement .

(i) At grade junction at Km 35+350

Junction has been developed but the provision of a CUP of 4.5 m height will minimize the

accidents in view of height of embankment at this location.

(ii) At grade junction at Km 36+500

Provision of VUP at this location in place of at grade junction will bring the complete safety in

view of Bahadurgarh-Badli traffic and close vicinity of village Nayagaon.

(iii) At grade junction at Km 56+600

Provision of VUP is required at this location in place of at grade junction to make this junction completely safe in view of Sampla-Beri cross road at curvature of MCW and nearby adjacent Tehsil building Rest house and Girls College.

(d) Recommendations of Independent Engineer which have not been acted upon by the Concessionaire:

The Construction of balance works has been taken up by the Concessionaire but the following observations made by the IE are yet to be complied with by the Concessionaire.

(i) Shifting of electric lines crossing project highway on bamboos erected in median and shoulder areas in the stretches from Km. 67+500 to Km. 67+875 (median), Km. 68+100 to Km. 68+350 (RHS), Km. 89+720 to Km. 90+150 (RHS).

(ii) Protection of slopes at the approaches of structures on Rohtak Bypass and high embankment stretches.

(iii) Protection of site from encroachment, etc is required to be addressed as per clause 10.5 of the agreement. The Concessionaire has been directed several times through written and verbal directions however concrete steps are required to be taken by the Concessionaire in this regard.

(iv) Land plan which is a basic record to be maintained has not been submitted by the Concessionaire despite of asking him so many times.




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1.10 FORCE MAJEURE EVENT DURING THE MONTH:

None

1.11 ISSUE OF DELAYED COMPLETION:

The cure period notice was issued to the Concessionaire by the NHAI vide letter No.

NHAI/RO/CHD/11011/PD-RTK/DLH-RTK/NH-10/2232, dated 12th December 2013 in view of various

issues of slow progress to complete the works timely and failure on the part of the Concessionaire

towards other issues such as safety, maintenance & protection of site from encroachment, etc. The

Concessionaire vide their letter No. WHHPPL/NHAI/2014/102/HN002/CMO/D/230, dated 06th February

2014 has given detailed reply on the cure period notice and assured that they will complete the work

and as such no further action was taken.

1.12 ISSUES OF CONCERN:

(i.) ROB at Km 86+177

The factors contributing to the delay in this ROB and status of work are described in detail as

below.

a) The launching of girders and deck slab casting in the obligatory span of ROB at Ch. 86+177

could not be carried out due to dispute in which Railway were demanding 30% capitalized

cost as maintenance charges before approval of traffic block. The Concessionaire refused

to deposit the capitalized maintenances cost to Railway because the maintenance has to be

carried out by the Concessionaire as per Concession Agreement. This issue was resolved

on 20th September 2013 after intervention of MORTH and NHAI. The Railway Authority

confirmed on 17th February 2014 for depositing of only supervision charges on the

capitalized cost of maintenance of this ROB.

b) The Railway Department asked the Concessionaire on 3rd September 2013 to comply the

observations regarding quality of steel girders for the track span before getting the traffic

block for execution of launching of steel girders and the compliance of these observations

could not be made by the Concessionaire in time. The Railway Department again asked on

14th December 2013 to comply with the observations regarding quality of fabrication of

girders and concrete, proper stacking of girders, etc.

The Concessionaire submitted on 23rd December 2013 that the observations on quality of

concrete shall be complied by 31st December 2013. Regarding additional butt welds, the

Concessionaire pointed out that the butt welding is permitted for joining two plates as per




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codal provisions of IRS Welded Bridge and IRC: 24-2001.The Concessionaire has also

informed that they had to do butt welding because of non-availability of 12.5m plate lengths

at the time of fabrication and the appropriate NDT testing was performed and inspection

clearance for obligatory Span was taken from the concerned representative of NW Railway.

c) The Railway Department further intimated on 8th January 2014 that none of the items of

inspection note sent vide their letter dated 5th September 2013 has been complied during

last 4 months. Regarding butt welding of girders, it was pointed out by the Railway that the

Concessionaire has provided additional butt weld in the web plate using shorter plates

which is not as per approved drawing and therefore, the plea of the Concessionaire for non-

availability of longer plates is not acceptable. The NWR asked that the Concessionaire

should be directed to fabricate the end portion of these girders as per approved drawings

and to submit the programme of fabrication of girders. The Railway also asked to submit the

QAP and WPSS for fabrication of girders as well as for bearings. Subsequently, this issue

was resolved during meetings held with Railway Authorities at NWR Jaipur.

d) The Railway Authority further asked the Concessionaire on 18th September 2014 to provide

and install the bearings before issuance of traffic block. The Concessionaire procured the

bearings on 20th November 2014 but the installation of the same is yet to be done by the

Concessionaire.

e) The Concessionaire had submitted the traffic working order including activity schedule of inspection & fixation of bearings on 22nd November 2014 for processing and sanctioning of the case for issuance of traffic block for launching girders in obligatory span of said ROB and the same was forwarded to North Western Railway by the Project Director on 25 th November 2014.

f) The North Western Railway on 16th December 2014 has again informed that the bearings have not been fixed at site although bearings were received almost one month back. The Railway has further once again intimated that the fixing of bearing and all other prerequisite like arranging of cranes, securing arrangement for cross frame etc. are must before processing the papers for sanction of Traffic Working Order and the bearings are to be fixed under supervision of the Railway Officials.

g) The period of CRS sanction was up to 31st January 2015 and the Concessionaire could not complete the fixation of bearings to get the traffic block from Railways to launch the steel girders within available period of CRS sanction up to 31st January 2015. The Project Director has requested the Railway Authorities to further extend the CRS extension up to 30th April 2015 which has been accorded by the Railway.

h) Status of work:

The fixation of bearings in track span has been completed by the Concessionaire in block

period from 21st March 2015 to 25th March 2015 and presently the work of erection of

intermediate cross girder & bracing is being carried out by the Concessionaire.




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(ii.) Compliance of Railway observations on ROBs at Ch. 71+580, Ch. 59+868 and Ch.

70+002:

The Concessionaire has yet to complete the balance works of these ROBs which are

requested to be carried out to comply with the observations raised by the Railway Department

for these ROBs. The Railway Department has further pointed out that these works have not

been completed by the Concessionaire yet. The Concessionaire has again been reminded to

complete the works and to submit the completion plan.

(iii.) Elevated Corridor for Metro Rail

The initial stretch of length 1.4 Km from Chainage 29+650 (start of the project) to Chainage

31+050 (start of Bahadurgarh Bypass) has been taken up by the DMRC for construction of

Elevated Corridor for Metro Rail. The stretch is having heavy traffic conditions and therefore

remains congested due to undergoing construction of Metro line. The NHAI, DMRC, HUDA,

Concessionaire are deciding to construct an underpass at junction at Ch. 31+050 to decongest

the traffic and also a four party agreement is being prepared for DMRC, NHAI, Concessionaire

& HUDA departments for this issue. The Draft agreement for this has being prepared and

being finalized by NHAI with DMRC/HUDA departments.

Iindependent Engineering Services for 4/6 Laning of NH-10 from Delhi/Haryana Border to Rohtak In the state of Haryana on BOT basis Under NHDP Phase III (A)

Package No. IE/BOT-II/NH-10/HRY/004

8 Monthly Progress Report: March 2015

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2.0 PROJECT DETAILS

2.1 PROJECT BACKGROUND

The Ministry of Road Transport and Highways (MORT&H), Govt. of India has decided to take up the

development of various National Highway Corridors where the traffic intensity has increased significantly

thereby necessitating capacity fragmentation for safe and efficient movement of traffic. National Highway

No.10, (NH-10) is part of North – South Corridor. The Ministry of Road Transport and Highways

(MOSRT&H) has entrusted to the National Highways Authority of India (NHAI) the development,

maintenance and management of the National Highway No.10 including section from Km. 29.700 to Km.

87.000. The NHAI had resolved to augment the existing road from Km 29.700 to Km 87.000 on the

Bahadurgarh- Rohtak in the State of Haryana by 4/6 laning on Build, Operate and Transfer (BOT) Basis.

The Project starts at Delhi / Haryana border at Ch. 29.650 and ends at Ch. 93.140 (design chainage). The total length of the project including the two (2) Bypasses is 63.49km.

For the realization of the above-mentioned project, a Concession Agreement between the NHAI and M/s. West Haryana Highways Project Pvt. Ltd. was signed on 6th November 2007.

The commencement date of the project is 3rd May 2008 with total project duration of 24 months. The project completion date is 2nd May 2010.

Intercontinental Consultants and Technocrats (ICT) Pvt. Ltd. has been appointed as the Independent Engineer for the project. An Independent Consultancy Contract was signed on 17 th January 2008 between the NHAI and ICT.

2.2 Stretches of Project Highway

Description of stretch Chainage

Length (Km) From To

Existing Road 29+650 31+050 1.400

Bahadurgarh Bypass 31.050 44+400 13.350

Existing Road 44+400 68+400 24.000

Rohtak Bypass 68+400 93+140 24.740

Total length of Project Highway 63.490

Iindependent Engineering Services for 4/6 Laning of NH-10 from Delhi/Haryana Border to Rohtak In the state of Haryana on BOT basis Under NHDP Phase III (A)



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2.3 Main scope of work

The project highway includes the following items of work

Roadwork

Bridges

Grade Separators / Interchanges

Railway Over Bridges (ROBs)

Slab/Box Culverts

Pipe Culverts

Vehicular Underpasses

Toll Plaza

Roadside Furniture

Street Lighting

Pedestrian Facilities

Landscaping and Tree plantation

Rent Areas

Truck lay-Bys, Bus-Bays, and Bus shelters

Cattle crossing

Development of Site for Wayside Amenities

Traffic Aid Posts

Medical Aid posts

Vehicle Rescue posts

Telecom system

Highway Traffic Management System

2.4 LOCATION MAP: The Location Map is given in Fig.1 (Page-8)

Independent Engineering Services for 4/6 laning of NH-10 from Delhi/Haryana Border to Rohtak

In the State of Haryana on BOT basis Under NHDP Phase III (A),

Package No.IE/BOT/II/NH-10/HRY/004

Figure-1

LOCATION MAP 10 Monthly Progress Report: March 2015

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Rohtak

Delhi/Haryana Border

Independent Engineering Services for 4/6 Laning of NH-10 from Delhi/Haryana Border to Rohtak In the state of Haryana on BOT basis Under NHDP Phase III (A)

Package No. IE/BOT-II/NH-10/HRY/004)

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3.0 CONTRACT DETAILS

I. Name of the Project : Design, Construction, Development, Operation, Finance and Maintenance of Delhi/Haryana Border (Km29.700) to Rohtak (Km87.000) on NH-10 in the State of Haryana, under (NHDP Phase-III (A) on BOT Basis.

II. Package No : IE/BOT-II/NH-10/HRY/004

III. Name of the Concessionaire : M/s West Haryana Highways Projects Pvt. Ltd. (WHHPPL)

IV. Name of EPC : M/s Era Infra Engineering Ltd.

V. Project Cost : Rs. 486 Crores

VI. Project Limit : Ch. Km 29.650 to Ch. 93.140

VII. Signing of Concession agreement : 6th November 2007

VIII. Financial Close : 3rd May 2008 (180 days)

IX. Appointed Date : 3rd May 2008. (180 days from date of agreement)

X. Development Period : 6th Nov.2007 to 2nd May 2008

XI. Construction Period : 3rd May 2008 to 2nd May 2010. (2 Years)

XII. a) Date of Project Completion (original): 2nd May 2010.

b) Revised Project Completion Date (1st revision): 01st May 2011 (due to 365 days EOT as recommended by the Independent Engineer)

C) Revised Project Completion Date (2nd revision): 31st December 2011 (due to 240 days EOT as recommended by Independent Engineer). EOT upto 30th June 2013 was submitted by Concessionaire, however, it was advised to submit the EOT covering the period upto COD.

XIII. Concession period : 03rd May 2008 to 3rd May 2033. (25 Years)

XIV. End date of Concession period : 3rd May 2033.

The Project involves the widening and strengthening of existing 2-lane dual carriageway into 6-lane divided carriageway from start of project at design Ch.29+650 to the beginning of Bahadurgarh Bypass at Ch.31+050 with a length of 1.40 km, new construction of 4-lane Bahadurgarh Bypass from Ch.30+050 to Ch. 44+400; eccentric widening of the existing 2-lane to 6-lane divided carriageway from Ch.44+400 to Ch. 68+400, new construction of 4-lane Rohtak Bypass from Ch. 68+400 to Ch. 93+140 which skips to urban center of Rohtak; 2 Major Bridges;9 Minor Bridges; 64 nos. Slab/Box Culverts; 5 Nos. Grade Separators/Interchanges; 4Nos. Vehicular Underpasses; 67 Nos. Pipe Culverts; and Project Facilities such as Toll Plaza, Roadside Furniture, Street lighting, Pedestrian Facilities, Landscaping and Tree Plantation, Rest areas, Truck lay-Bys, Bus-Bays and Bus Shelters, cattle Crossings, Development of Site for Wayside Amentias, Traffic Aid Posts, Medical Aid Posts, Vehicle Rescue Posts, Telecom System and Highway Traffic Management system.


In the State of Haryana on BOT basis Under NHDP Phase III (A)



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4.0 ROLE OF INDEPENDENT ENGINEER

4.1 Design Review Stage

Undertake a detailed review of Drawings to be furnished by the

Concessionaire along with supporting data including the geo-technical and

hydrological investigations; characteristics of materials from borrow areas

and query sites, topographical surveys and traffic surveys.

Review any modified Drawings or supporting documents sent to it by the

Concessionaire.

Review the detailed design, construction methodology, quality assurance

procedures and the procurement, engineering and construction time

schedule sent to it by the Concessionaire.

Review and make comment on the EPC Contract or any other contract for

construction, operation and maintenance of the Project Highway.

4.2 Construction Stage

Review and make comment in respect of the Drawings, Documents and

Safety Report received by the Independent Consultant during the

Construction Period.

Review Monthly Progress Report furnished by the Concessionaire and

send comments thereon to the authority and Concessionaire.

Inspect the Construction Works and the Project Highway once every

month, and make out a report of such inspection (the “Inspection

Report”) setting forth an overview of the status, progress, quality and

safety of construction, including work methodology adopted, the materials

used and the sources.





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Require the Concessionaire to carry out tests on sample basis to be

specified by the Independent Engineer in accordance with Good Industry

Practice for quality assurance. The Independent Engineer shall issue

necessary directions to the Concessionaire for ensuring that the tests are

conducted in a fair and efficient manner, and shall monitor and review

the results thereof.

Undertake review of the progress of constructions and identify potential

delays, of any.

To make recommendation to the Authority for the suspension of

Construction Works if the Concessionaire fails to make adequate

arrangements for the safety of the workers and Users in the zone of

construction.

Issue a Completion Certificate or Provisional Certificates, as the case

may be.

Make a fair and reasonable assessment of the costs of providing

information, works and services and certify the reasonableness of such

costs for payment by the Authority to the Concessionaire.

Aid and advise the Concessionaire in preparing the Maintenance Manual.





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4.3 Operation and Maintenance Stage:

Review and make comments in respect of the Designs, Documents and safety

report.

Review the Maintenance Program furnished by the Concessionaire and send

comments to the authority and the Concessionaire.

Review the monthly status report furnished by the Concessionaire and send

comments to the authority and the Concessionaire.

Inspect the Project Highway once every month and make an O & M Inspection

Report.

Examine the request of Concessionaire for closure of any Lane (s) of the

carriageway for undertaking maintenance/repair works thereof.

Monitor and review the curing of defects and deficiencies by the Concessionaire.

Review and send comments on modifications that the Concessionaire proposes to

make on the Project Highway,

Undertake traffic sampling, as and where required by the Authority.

4.4 Organization Chart of Independent Engineer (Page – 15)


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NHAI

Eleazar S. Regondola

Team Leader-ICT / Sr. Highway Engineer

Brajendu Ku.

Mohanty,

Accountant

Sushil Kumar

Computer

Operator

Sharad Pratap Singh,

Steno

Chhabi Lal Sharma,

Office Boy

Manish Deshpande,

HTMS/Tolling

System Expert

James Cooper,

Road Safety Expert

P. K. Nanda,

Sr. Pavement

Specialist

Rajiv Kumar,

Sr. Quality cum Material

Expert

Sr. Bridge Design

Engineer

Prashant Dixit, Asst.

Quality & Material

Engineer

Shailendra B Singh,

Asst.Bridge Engineer Vijay Setia Asst.

Highway Engineer

Sujeet Kumar,

Environmental Engineer

Chinmaya Ku Mallick

CADD Expert

Independent Engineering Services for 4/6 Laning of Delhi/Haryana Border to Rohtak, Section of NH-10, in the state of Haryana, On NHDP Phase –III (A),

Package No. IE/BOT-II/NH-10/HRY-004

Figure -2

B. S. Chhikara, Highway

Engineer

Mehmood Sardar,

Survey Engineer

Rajeev Ku.

Makhija, Traffic

& Transportation

Expert

Adhir Ku. Pani

Electrical Engineer

Financial Expert

Mr. Vikas Goel,

Legal Expert

Chandan SIngh

Guard-1

Bhim Bahadur,

Guard-2

Bridge/ Structural Engineer




Monthly Progress Report: March 2015 16

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5.0 WORK PROGRESS

5.1 Overall Physical Progress:

Description During the Month Cumulative

As per schedule - -

Actual 0.00% 94.33%

The construction of balance works is being carried out by the Concessionaire, however, the progress of balance works is required to be expedited by providing adequate resources for which the Concessionaire has been advised accordingly.

5.2 Details of Road Works carried out during the month:

Status of Road Works (Main Carriageway) as of 31st March 2015

(Length of Main Carriageway 63.490km.)

Description

Completed Length (Km.) During this month Cumulative

(LHS) (RHS) (LHS) (RHS) Average Percentage

Earthwork nil nil 62.966 62.906 62.936 99.127

Sub grade nil nil 62.966 62.729 62.848 98.988

G.S. B. nil nil 62.889 62.729 62.809 98.927

WMM 1st nil nil 62.856 62.639 62.748 98.831

WMM 2nd nil nil 62.797 62.626 62.712 98.774

DBM 1st nil nil 62.776 62.587 62.682 98.727

DBM 2nd nil nil 62.775 62.577 62.676 98.718

B. C. nil nil 61.111 60.908 61.010 96.093

Status of Road Works (Service Road) as of 31st March 2015

(Length of Service Road 14.750km.)

Description

Completed Length (Km.) During this month Cumulative

(LHS) (RHS) (LHS) (RHS) Average Percentage

Earthwork nil nil 13.460 13.230 13.345 90.475

Sub grade nil nil 12.030 12.080 12.055 81.729

G.S. B. nil nil 10.950 11.660 11.305 76.644

WMM 1st nil nil 10.880 11.510 11.195 75.898

WMM 2nd nil nil 10.410 11.110 10.760 72.949

DBM 1st nil nil 9.940 10.870 10.405 70.542

B. C. nil nil 9.090 9.260 9.175 62.203

Note: Service road works are being carried out by the Concessionaire.





in

association

with

Physical Progress of Road Works as of 31st March 2015:

Sl.

No.

Types of

work

Existing Road

Section

Bahadurgarh

Bypass

Existing

Road

Section

Rohtak

Bypass

Overall

Progress

Km.29+650 to km. 31.050 (1.400 km)

Km. 31.050 to km. 44.400 (13.350 km)

Km. 44.400 to km. 68.400 (24.000 km)

Km.68+400 to km 93+140 (24.740 km)

Km 29+650 to km 93.140

(63.490 km)

1 Earthworks 1.400 13.350 24.000 24.186 62.936

2 Subgrade 1.400 13.350 24.000 24.098 62.848

3 GSB 1.400 13.350 24.000 24.059 62.809

4 WMM 1st Layer 1.400 13.350 24.000 23.998 62.748

5 WMM 2nd

Layer 1.400 13.350 24.000 23.962 62.712

6 DBM 1st Layer 1.400 13.350 24.000 23.932 62.682

7 DBM 2nd

Layer 1.400 13.350 24.000 23.926 62.676

8 B.C. 1.400 13.350 24.000 22.260 61.010

B. Structures:

Status of balance works on structures has been shown on next page.





in

association

with

A. Status of Structures as on 31st March 2015

Sl. No.

Location Type of

Structure Date

started

Span Configuration

(mtr)

Progress during the

month Present status Balance work as on 31st March2015

1 78+549 MJBR 20.03.09 (32.550+27.054+

27.054) No activity

All pile, pile cap, Abutment, pier abutment cap, pier cap completed. Approach slab A1 & A2 both sides completed. All deck slab completed. RE Wall work under progress

Fixing of Seismic restrainer (20 Nos. out of 40 Nos.)

Protection coping beam cum barriers in 52m wide sections.

Painting of steel girder & other structure

V-type neoprene seal to be extended in crash barrier

Tightening of bearing bolts

Rectification of expansion joint (P2 LHS)

Installation of utility pipe railing on top of crash barrier (both sides)

2 82+617 MJBR 04.12.08 (30+30+30) -do-

All pile, pile cap, Abutment, pier abutment cap, pier cap completed. 24 Nos. PSC girder launching completed. Deck slab both sides completed.

Fixing of Seismic restrainer (2 Nos. out of 56 Nos.)

V-type neoprene seal (RHS)

Installation of utility pipe railing on top of crash barrier (both sides)

3 31+171 MNBR 21.3.11 (10.00+10.00) No activity to complete the balance work.

Service road bridge on both sides completed.

Wing wall both sides final lift (service road bridges both sides)

Floor protection work (service road bridges both sides)

Installation of Filler board in expansion gap (Service road bridges both sides)

Curtain wall and floor apron (service road bridges both sides)

4 37+390 MNBR 16.02.09 (1 x 16.00) No activity Deck slab on both side completed.

Finishing of retaining wall top after cutting the projected steel bars

Rectification of settled approach slab and crash barrier & expansion joint (A2 RHS)

5 43+013 MNBR 20.04.09 (1 x 11.40) -do-

Deck slab on both side in Main carriageway completed. Service road bridge on both side completed.

Lifting of deck slab both sides Service road.

Bearing and pedestal (Service road bridge) (12 Nos. out of 12 Nos.)

Approach slab (service road, both sides)

Seismic restrainer (25 Nos. out of 44 Nos.)

Rectification of expansion joint (A2 RHS)

Drainage spout (service road)

V-type neoprene seal (service road)

6 44+194 MNBR 31.05.09 (1 x 37.00) -do-

Deck slab both sides completed. Service road bridge piling, pile cap, Abutment cap completed. PSC girder completed.

Approach slab (service road)

Seismic restrainer Pad (10 Nos. out of 34 Nos.)

Expansion joint 1 No. (NCPN)

Crash barrier (Service Road Bridge)

Service road bridge at RHS deck slab

Rain water pipe & Drainage spout

V-type neoprene seal

Bearing and pedestal 6 Nos. out of 6 Nos.)





in

association

with

Sl. No.

Location Type of

Structure Date

started

Span Configuration

(mtr)

Progress during the


7 47+117 MNBR 28.05.09 (1 x 21.00) No activity Deck slab on both sides completed.

Seismic restrainer pad (7 Nos. out of 24 Nos.)

Rectification of expansion joint (A1 RHS)

8 70+782 MNBR 30.04.09 (1 x 14.00) -do- Deck slab on both sides completed.

B. C. at RHS on deck slab (only mastic has been laid)

9 76+550 MNBR 16.09.08 (1 x 21.00) -do- Deck slab on both side completed.

Installation of rain water pipe (10Nos) with interconnections

10 88+393 MNBR 06.01.09 (1 x 21.00)

Retaining wall excavation at A1 & A2 LHS in progress

Deck slab on both sides completed

MS railing on top of crash barrier both sides

Seismic restrainer (24 Nos. out of 24 Nos.)

B.C. & Mastic asphalt on deck slab

Rain water pipe & Drainage spout

V-type neoprene seal

Load testing of deck slab

11 92+762 MNBR 20.11.09 (7.50+7.50) No activity Deck slab both sides completed.

Approach slab (both sides)

Wing/return wall (all 4 sides)

B.C. & mastic over deck slab(both sides)

Rain water pipe and Drainage spout

Curtain wall and floor apron

12 48+503 MNBR 05.08.09 (3.250+3.250+3.

250) -do-

Structure completed, balance works yet to be completed

Crash barrier LHS

13 40+107 VUP 20.12.08 (1 x 10.00) -do- Structure completed, balance works yet to be completed

PCC top in median gap

Installation of filler board in expansion gap (all 4 sides)

Sealing of crash barrier gaps & rain water pipe in crash barrier


Rain water pipe & Drainage spout (4 nos.)



Protection coping beam cum barriers and drainage arrangement in 52m wide sections.



PCC top in median

Rain water pipe (4 Nos. out of 4 Nos.)

16 91+131 VUP 15.02.09 (1 x 10.00) -do- Deck slab both side completed.

Rectification of damaged reinforcement and casting of RCC crash barrier (both sides)


RE/Retaining walls need to be carried out to restrict the embankment toe width up to 52m.

B.C. on deck slab.

Wearing course under VUP both sides

Rain water pipe & Drainage spout (both sides)

PCC on top of median

Installation of filler board in expansion gap





in

association

with

Sl. No.

Location Type of

Structure Date

started

Span Configuration

(mtr)

Progress during the


17 33+445 GSP 10.11.09 (21.00+40.00+ 21.00)

No activity Completed Sealing of crash barrier gaps &

installation rain water pipes in crash barrier.

18 38+440 GSP 31.12.08 (21.00+40.00+

21.00)

-do-

All deck slab on both side completed.

RE/retaining walls (Toe wall A1 & A2 RHS)

Rectification of expansion joints (A1 LHS and A2 RHS)

Rain water pipe & Drainage spout (5 Nos. out of 32 Nos. and their interconnections).

Sealing of crash barrier gaps & rain water pipe in crash barrier.

19 55+643 GSP 20.02.09 (21.00+40.00+

21.00)

-do- All deck slab on both side completed.

Installation of drainage pipes in RE wall

20 76+076 GSP 03.09.08 (21.00+40.0+

21.00) -do- All deck slab completed.

Rain water pipe & drainage spout 4 Nos. and rain water pipe to be connected

21 85+372 GSP 03.02.09 (21.00+40.0+

21.00) -do-

All deck slab on both sides completed. RE Wall work under progress

V-Type Neoprene seal both sides.

RE work in median gap B/S

Construction of balance RE walls at the location of CUP (A2 side approach).

Mastic asphalt on deck slab (both sides).

Drainage spouts.

Rectification of expansion joint A2 RHS (NCPN)

22 59+868 ROB 08.08.09 (28.217+32.420+

19.579) -do-

All pile, pile cap, Abutment, Pier, Abutment cap and pier cap completed. All girder launching completed. Deck slab span (A2-P2) & (A1-P1) and (P1-P2) at RHS completed.

Height of RE walls (A1 side) in 52m sections is to be increased yet & drainage works.

Railing on footpath sides is not proper.

V-Type Neoprene seal to be extended up to end of crash barrier.

Painting of steel girder (track portion).

Extra shuttering to be removed. (Partly done)

Rain water pipes to be provided. (A2-P2 side 1 No. drainage spout and rain water to be connected and out let not properly.

Concreting of PSC girders end to protect PSC cable.

Repair work of anti-crash barrier concrete work and making proper expansion joints in anti-crash barrier. (Brick wall instead of RCC crash barrier)

Integrity test of RCC girder, since these were honey-combed

Completion plan.

Anti-smoke painting under side of deck slab.

Tightening of bearing bolts

Rectification of expansion joints A2 & P2 RHS





in

association

with

Sl. No.

Location Type of

Structure Date

started

Span Configuration

(mtr)

Progress during the


23 70+002 ROB 01.08.09 (24.159+35.613+

44.500) No activity

All pile, pile cap, Abutment, Pier and Abutment cap at A1& A2 both sides & pier cap P1 at both sides & pier cap P2 both sides completed. Deck slab on both sides completed. RE wall work under progress.

Protection coping beam cum barriers and drainage arrangement in 52m wide sections.

Integrity test of RCC girder, since these were honey-combed

Anti-smoke painting under side of deck slab (P1-P2 both sides cantilever portion

Stoppers to be casted.

Proper bolting and seating of bearings

Bolting of some cross bracings

Painting of steel girder. (A2-P2) both sides and P1-P2 track portion

Incomplete cross-bracing & bottom plate of cross girder (A2-P2) of steel girder

Tightening of bolts

Extra shuttering to be removed. (partly done)

Completion plan

Rainwater pipes to be fixed. [Partly done, span (A1-P1) P1 side 1 no. drainage spout and rain water pipe to be connected. (P1 P2) side half portion both sides balance. (A2-P2) half portion A2 both sides.]


Proper restoration of approaches of bridge No. 98A.

24 71+580 ROB (New)

31.01.11 (1 x 30) -do-

4 Nos. pile cap completed & Abutment A1 & A2 both sides completed. Abutment cap A1 & A2 at both sides completed. Steel girder launching completed. Deck slab both sides completed.

Rectification works of RE walls as per NCPNs and balance RE works in A2 (RHS) as per Change of Scope.

Incomplete bolting of bearing

V-Type Neoprene seal to be extended up to end of crash barrier

RCC wall along Railway boundary (30m) constructed to prevent trespassing in progress.

Site cleaning within railway boundary

Completion plan


Anti-smoke painting under side of deck slab and painting of steel structures to be done. (Track portion)

Rain water pipe to be fixed. (6 Nos. out of 12 Nos. with interconnections)





in

association

with

Sl. No.

Location Type of

Structure Date

started

Span Configuration

(mtr)

Progress during the


25 86+188 ROB 23.03.09 (30.90+30.90)

Bearing fixing and pedestal casting and

launching steel girder track

span (A1 - P1) completed. Fixation of

cross girders & bracing is being

done.

All abutment and pier completed & pier cap P1 both sides and abutment cap A2 at both sides and abutment cap A1 at both sides completed. Deck slab span (A2-P1) both sides completed.

Bearing fixing and pedestal casting span (A1-P1)

Seismic restrained pad 30 Nos. out of 30)

Deck slabs 2 Nos. (Track span)

RE Wall work (A1 side in progress.

Crash barrier (8 sides)

Approach slab

Expansion joint (6 Nos. out of 6)

B.C. on deck slab.

Mastic asphalt

Railing on footpath sides as per drawing.

Load testing of deck slab

Painting of steel girder & other structure

Rain water pipe & Drainage spouts

26 41+300 CUP

(Change of Scope)

19.02.11 (1 x 7.00) No activity Deck slab at both sides completed.

Wearing course (Under CUP).

Rain water pipe & Drainage spouts (4 Nos.)


PCC on top of median.

27 44+014 CUP

(Change of Scope)

24.01.13 (1 x 7.00) -do- Deck slab B/s completed

Wearing course under CUP.




28 60+600 CUP

(Change of Scope)

28.03.11 (1 x 7.00) -do- Deck slab both sides completed.

Wearing course under CUP

Retaining wall LHS


Installation of filler board in expansion gap (All four sides).

29 66+500 CUP

(Change of Scope)

13.06.11 (1 x 7.00) -do- Deck slab at both sides

completed.

Wearing course under CUP

Rain water pipe & drainage spout (4 Nos.)



30 71+650 CUP

(Change of Scope)

19.10.11 (1 x 7.00) -do- Deck slab both sides

completed. Wearing course under CUP.

31 85+728 CUP

(Change of Scope)

28.02.13 (1 x 7.00) Deck slab at

LHS completed Deck slab both sides completed


Wearing course under CUP.



32 86+500 CUP

(Change of Scope)

18.10.11 (1 x 7.00) Retaining wall at A1 both side

PCC done

Deck slab both sides completed

Approach slab both side

Retaining wall (both sides)

Wearing course under CUP both sides


Installation of filler board in Expansion gap

PCC on top of median





in

association

with

B. Status of Box Culvert as of 31st

March 2015

Sl. No.

Location Type of Structure Date

started Present status Remarks

1 31+675 Box Culvert 28.09.2009 Completed



4 35+390 Box Culvert 05.09.09 Deck slab both sides completed except wing wall Yet to start the construction of balance works.

5 36+983 Box Culvert Not constructed.


7 45+079

(R). Box Culvert Considered under COS

8 46+549(R). Box Culvert Deck slab both sides completed except wing wall Yet to start the construction of balance works.

9 47+098(R). Box Culvert Completed

10 48+363(R). Box Culvert Not constructed

11 48+368(R). Box Culvert 28.11.09 Deck slab both sides completed except wing wall Yet to start the construction of balance works.

12 48+485(R). Box Culvert Deck slab both sides completed except wing wall

-do-

13 53+914(R). Box Culvert 13.03.08 Deck slab both sides completed except wing wall

-do-

14 54+770(R). Box Culvert Completed

15 57+214(R). Box Culvert 01.03.09 Deck slab both sides completed except wing wall Yet to start the construction of balance works.


-do-


-do-

18 62+505(W) Box Culvert Deck slab both sides completed except wing wall

-do-


-do-

20 63+978(R). Box Culvert 05.05.09 Completed

21 64+394(R). Box Culvert Deck slab both sides completed except wing wall Yet to start the construction of balance works.

22 66+189(R). Box Culvert Deck slab both sides completed except wing wall

-do-

23 68+822 Box Culvert Deck slab both sides completed except wing wall

-do-

24 69+346 Box Culvert 05.09.09 Deck slab both sides completed except wing wall

-do-

25 69+565 Box Culvert Completed

Completed


27 70+850 Box Culvert Deck slab both sides completed except wing wall Yet to start the construction of balance works.

28 71+186 Box Culvert 18.12.09 Deck slab both sides completed except wing wall -do-

29 72+196 Box Culvert 11.11.09 Deck slab both sides completed except wing wall -do-

30 72+366 Box Culvert Not constructed







in

association

with

Sl. No.














-do-


-do-

45 79+340 Box Culvert Deck slab both sides completed except wing wall

-do-











56 83+348 Box Culvert Completed






62 86+770 Box Culvert Not Started Yet to start the construction of balance works.










in

association

with

Sl. No.
















81 33+463 Box Culvert

(Change of Scope) Deck slab both sides completed except wing wall Yet to start the construction of balance works.


(Change of Scope) Completed


(Change of Scope) 24.07.09 Completed


(Change of Scope) 03.12.08 Deck slab both sides completed except wing wall Yet to start the construction of balance works.


(Change of Scope) Completed











in

association

with

C. Status of Pipe Culvert as of 31st

March 2015

Sl. No.

Location Type of Structure Date started Present status Remarks

1 30+950 HPC Completed both sides except headwall Yet to start the construction of balance works.

2 33+883 HPC 01.09.08 Completed both sides except headwall -do-

3 33+979 HPC Not Constructed

4 35+750 HPC 20.11.08 Completed both sides except headwall Yet to start the construction of balance works.

5 36+002 HPC Completed both sides except headwall -do-

6 36+750 HPC (A) Completed both sides except headwall -do-





11 39+684 HPC Not constructed




15 43+306. HPC 26.12.08 Completed both sides except headwall -do-



18 46+437 HPC (A) 12.05.11 Completed both sides except headwall -do-


20 49+880 (W) HPC 04.02.11 Completed both sides except headwall

-do-


-do-

22 50+857 (W) HPC Completed both sides except headwall -do-


24 51+876 (W) HPC 22.11.08 Completed both sides except headwall -do-

25 52+012 (W) HPC 22.11.08 Completed

26 52+857 (W) HPC

Completed both sides except headwall Yet to start the construction of balance works.

27 54+975 (W) HPC 28.11.08 Completed both sides except headwall Yet to start the construction of balance works.






in

association

with

Sl. No.



30 56+134 (W) HPC Completed both sides except headwall -do-


32 59+770 HPC (A) 10.05.10 completed both sides except headwall -do-











43 65+189 (R) HPC 24.04.09 Completed both sides except headwall -do-





48 67+892 HPC (A)

Completed both sides except headwall Yet to start the construction of balance works.


50 71+596 HPC Completed both sides except headwall




54 73+535 HPC 07.08.09 Completed







in

association

with


Sl. No.







63 86+078 HPC

Completed both sides except headwall -do-




67 32+865 HPC

(Change of Scope) 12.10.09 Completed both sides except headwall

-do-

68 39+627 HPC


-do-

69 40+882 HPC


-do-

70 42+003 HPC


-do-

71 45+985 HPC


-do-

72 47+384 HPC


-do-

73 49+134 HPC


-do-

74 53+150 HPC


-do-

75 56+785 HPC


-do-

76 60+547 HPC


-do-

77 65+595 HPC


Yet to start the construction of balance works.

78 66+795 HPC


-do-

79 73+278 HPC

(Change of Scope) 18.02.10 Completed

80 85+740 HPC

(Change of Scope) 08.03.11 Completed both sides except headwall Yet to start the construction of balance works.

81 86+520 HPC

(Change of Scope)

Not Started


In the State of Haryana on BOT basis Under NHDP Phase III (A) Package No. IE/BOT-

II/NH-10/HRY/004


in

association

with

6.0 Handing over of site:

Land in the total length of the project highway has been handed over.

}

7.0 Shifting of utilities:

Completed

7.1 Status of shifting of utilities:

Utility to be shifted by Electrical Authority:

Completed

7.2 Problem encountered:

None.

8.0 Forest clearance and removal of trees:

Removal of trees had already been completed.




30 Monthly Progress Report March 2015

in

association

with

9.0 DESIGN REVIEW

9.1 Designs/Drawings reviewed:

9.1.1 Highway Drawing Status:

Status of Highway drawings is given as below:

Sl. No.

Description Ref No. of

Concessionaire

Reviewed

vide IE’s

Ref. No

Status of the Drawing

Remarks

1

Typical cross-

sections of drawing & Flaring

details

256/14.02.09 635/20.02.09 Concurred

Final X-sections

drawings are yet to be submitted by

Concessionaire

2

Plan & Profile

drawings from Km 29+650 to 93+140

034/13.08.08

158/09.12.08 193/02.01.09

203/08.01.09 255/12.02.09

266/14.02.09 267/14.02.09

635/20.02.09

The drawings

concurred with some comments

Final drawings are

yet to be

submitted by Concessionaire

3

Typical details of

Kilometer stone and Hectometer

stone

237/31.01.09 673/03.03.09 Concurred _

4 Location of utility

ducts 303/25.03.09 754/30.03.09 Approved _

5

Details of Road

crossing / Junctions

All drawing

submitted on different Nos. &

date

Reviewed vide

different Nos. & date

Reviewed _

6

Drainage Plan and

Profile of drains/

median drain at super elevation

398/11.06.09 1038/23.06.09 Return with

comments

Reply of comments

yet to be received

7

Technical Proposal

for slope protection

464/05.08.09 1191/12.08.09 approved _

8

Revised Plan and Profile drawing

from Km 31+00 to 34+00

591/3.12.09 1584/15.12.09 Concurred _

9

Location of Toll Plaza, Truck Lay

byes and wayside amenities

647/02.02.10 1750/05.02.10 Location accepted ---




31 Monthly Progress Report March 2015

in

association

with

Sl. No.

Description Ref No. of

Concessionaire

Reviewed vide IE’s Ref.

No

Status of the Drawing

Remarks

10 Revised location of Truck Lay by

765/20.05.2010 672/22.05.10

2129/27.05.10 Revised location accepted.

----

11 Location of Bus

bays 936/07.10.2010

2637 dated

18.10.2010

Revised proposal

received and accepted.

Layout drawings

approved.

12

Plan & Profile of

Service road from Km 35+00 to

44+200

652/11.02.10 1906/22.03.10 2676/21.10.10

Approved

13 Median openings

on existing road

1897/15.01.10

936/07.10.10.10

1695/19.01.10

2637/18.10.10 Locations accepted _

14 Drawings of crash

barrier 692/10.03.10 1900/19.03.10 Approved Approved

15

Drainage arrangement of

existing road from km. 44.00 to km.

68.00

723/14.04.10 2021/21.04.10 Concurred with

comments

Chainage-wise

proposal is yet to be submitted.

16 Arboriculture and landscaping

693/10.03.10 1942/03.04.10 Reviewed and found in order.

-

17 Design of overlay for existing

Pavement

752/07.05.2010 2079/13.05.10 Reviewed and found in order.

-----

9.2 Design/drawing pending with Independent Engineer:

None.

9.3 Design/drawing still required to be submitted by the Concessionaire for works

required to be taken up shortly:

9.3.1 Highway drawings:

o Strip plan and land plan showing ROW at each chainage.

o Drainage plan and profile drawings of median drains from Ch. 44+400 to Ch.

68+800

o Details of slip roads under change of scope.

o Entry & exit drawing of each slip road on Grade Separators & VUPs

The Concessionaire is being reminded for submission of pending drawing.





in

association

with

10.0 MAINTENANCE OF EXISTING ROAD:

10.1 Status of Maintenance:

The maintenance and repair work have been completed by the Concessionaire in most of stretches up to Km. 85+000. Some repair of rain cuts beyond Km. 85+000 still remains to be attended on Rohtak Bypass.

10.2 Maintenance measures required to be taken by the Concessionaire:

No maintenance measures were taken by the Concessionaire during the month and status is as follows:

I. Restoration of pavement affected due to rain cuts in Rohtak Bypass at the approaches of

(a) Minor Bridge at Ch. 88+393 (both sides)

(b) VUP at Ch. 91+131 (both sides)

II. Restoration of pavement due to rain cuts in scattered reaches from Ch. 86+700 to Ch. 93+140.

III. Slope protection work is yet to be taken up where height of embankment is more than 3.0m. particularly at the approaches of structures.

IV. The repair of strip seal expansion joints of various locations. The list of damaged strip seal expansion joints has been forwarded already to the Concessionaire.

V. Rectification of defects noted in the structures and for which the list of the same has already been submitted to the Concessionaire.

VI. The sealing of gaps in the RCC crash barrier panels at the grade separator at Ch. 33+445, Ch. 35+643, Ch. 38+440, Ch. 40+107, etc.

VII. Lot of bushes/wild growth have come up in the median & slopes of embankment obstructing the movement of traffic which are required to be attended by Concessionaire.




33 Monthly Progress Report-March 2015

in

association

with

11.0 SAFETY MEASURES:

The Concessionaire must address required safety measures by deploying safety teams to look after the

work of safety measures on the project highway. The cleaning of chocked/non-functioning pipe & box

culverts is required to be carried out by the Concessionaire for which immediate efforts are required to

be made by the Concessionaire. The main points of concern are as follows.

(a) Unauthorized median cuts:

Existing Illegal cuts in median indicated in previous reports have not been closed and as such

present status remains same as given below:

(i) Km 31+500 (Sector – 9)

(ii) Km 50+950 (Rohad Village)

(iii) Km 52+190 (Near Toll plaza diversion)

(iv) Km 69+540

(v) Km 77+800 (Petrol Pump)

(vi) Km 83+450

(vii) Km 85+100

The above mentioned median cuts are on the stretch which has been opened to traffic (i.e. from

Ch. 29+650 to Ch. 85+372). These median openings are required to be closed immediately to

avoid accidents. Similar action in the further stretch from Km 85+372 to Km. 93+140 should also

be taken accordingly.

The illegal cut at CH. 50+950 has become an accidental spot. It should be either closed or this

crossing be developed as at grade junction.

(b) Fixing of Road Signs

Since the stretch from Km. 29.650 to Km. 85.372 has been opened to traffic so it has become very

necessary to fix the sign boards particularly at the junctions. Following are the junctions which

need immediate attention of the Concessionaire:

(i) Junction at Km. 68+400

(ii) VUP at Km. 69+600

(iii) Clover leaf at Km. 76+076

(iv) VUP at Km. 79+207

(v) Grade Separator at Km. 85+372




34 Monthly Progress Report-March 2015

in

association

with

However work of fixing of sign boards has been completely stopped for the last six months.

Concessionaire should take up the work and fix sign boards which are essential for safety of road

users.

(c) Black Spots

Though the project highway has been constructed as per required specification & design but the

following spots except the illegal cuts are still existing at present which may also prove as

accident prone areas in future in the absence of further improvement .

(i) At grade junction at Km 35+350

Junction has been developed but the provision of a CUP of 4.5 m height will minimize the

accidents in view of height of embankment at this location.

(ii) At grade junction at Km 36+500

Provision of VUP at this location in place of at grade junction will bring the complete safety in

view of Bahadurgarh-Badli traffic and close vicinity of village Nayagaon.

(iii) At grade junction at Km 56+600

Provision of VUP is required at this location in place of at grade junction to make this junction completely safe in view of Sampla-Beri cross road at curvature of MCW and nearby adjacent Tehsil building Rest house and Girls College.

(d) Recommendations of Independent Engineer which have not been acted upon by the Concessionaire:

The Construction of balance works has been taken up by the Concessionaire but the following

observations made by the IE are yet to be complied with by the Concessionaire.

i. Shifting of electric lines crossing project highway on bamboos erected in median and shoulder areas in the stretches from Km. 67+500 to Km. 67+875 (median), Km. 68+100 to Km. 68+350 (RHS), Km. 89+720 to Km. 90+150 (RHS).

ii. Protection of slopes at the approaches of structures on Rohtak Bypass and high embankment stretches.

iii. Protection of site from encroachment, etc is required to be addressed as per clause 10.5 of the agreement. The Concessionaire has been directed several times through written and verbal directions however concrete steps are required to be taken by the Concessionaire in this regard.

iv. Land plan which is a basic record to be maintained has not been submitted by the Concessionaire despite of asking him so many times.

v. The Concessionaire should develop a dedicated team for monitoring the safety works as well as for protection of site which has been neglected completely by Concessionaire.




35


in

association

with

12.0 Weather Report:

Detail of Weather report for the month of March 2015

S.N. Date Time

Temperature

Weather

Rain Fall in

(mm)

Cumulative Rain fall

Remarks Maximum

0 C Minimum

0 C

1 1-Mar-15 8.00AM 28.0 11.0 Rainy 33.0 33.0

2 2-Mar-15 8.00AM 28.0 12.0 Rainy 39.0 72.0

3 3-Mar-15 8.00AM 28.0 12.0 Sunny Nil 72.0

4 4-Mar-15 8.00AM 28.0 12.0 Sunny Nil 72.0

5 5-Mar-15 8.00AM 29.0 12.0 Sunny Nil 72.0

6 6-Mar-15 8.00AM 29.0 12.0 Cloudy Nil 72.0

7 7-Mar-15 8.00AM 29.0 12.0 Rainy 9.0 81.0

8 8-Mar-15 8.00AM 29.0 13.0 Rainy 2.0 83.0

9 9-Mar-15 8.00AM 30.0 13.0 Sunny Nil 83.0

10 10-Mar-15 8.00AM 30.0 13.0 Sunny Nil 83.0

11 11-Mar-15 8.00AM 30.0 13.0 Sunny Nil 83.0

12 12-Mar-15 8.00AM 30.0 13.0 Sunny Nil 83.0

13 13-Mar-15 8.00AM 30.0 13.0 Sunny Nil 83.0

14 14-Mar-15 8.00AM 31.0 14.0 Cloudy Nil 83.0

15 15-Mar-15 8.00AM 31.0 14.0 Rainy 4.0 87.0

16 16-Mar-15 8.00AM 31.0 14.0 Sunny Nil 87.0

17 17-Mar-15 8.00AM 31.0 14.0 Sunny Nil 87.0

18 18-Mar-15 8.00AM 31.0 14.0 Sunny Nil 87.0

19 19-Mar-15 8.00AM 32.0 15.0 Sunny Nil 87.0

20 20-Mar-15 8.00AM 32.0 15.0 Sunny Nil 87.0

21 21-Mar-15 8.00AM 32.0 15.0 Sunny Nil 87.0

22 22-Mar-15 8.00AM 32.0 15.0 Sunny Nil 87.0

23 23-Mar-15 8.00AM 32.0 15.0 Sunny Nil 87.0

24 24-Mar-15 8.00AM 32.0 16.0 Cloudy Nil 87.0

25 25-Mar-15 8.00AM 32.0 16.0 Cloudy Nil 87.0

26 26-Mar-15 8.00AM 33.0 16.0 Sunny Nil 87.0

27 27-Mar-15 8.00AM 33.0 16.0 Sunny Nil 87.0

28 28-Mar-15 8.00AM 33.0 16.0 Sunny Nil 87.0

29 29-Mar-15 8.00AM 33.0 17.0 Sunny Nil 87.0

30 30-Mar-15 8.00AM 33.0 17.0 Rainy 11.0 98.0

31 31-Mar-15 8.00AM 33.0 17.0 Sunny Nil 98.0


In the State of Haryana on BOT basis Under NHDP Phase III (A))



in

association

with

13.0 QUALITY REVIEW REPORT:

13.1 QUALITY ASSURANCE/MATERIALS TESTING REPORT:

The site inspection were carried out diligently and regularly by the representations of the Independent

Engineer and written/verbal directions were given to the Concessionaire regarding quality of workmanships,

rectification of non-conformities noted in some works as per issued NCRs, safety of project highway,

documentation of activities, etc. The directions issued on the activities which transpired during the reporting

month are as following.

(i) The Concessionaire was advised to take proper measures immediately in order to drain out the water on permanent basis to avoid any inconvenience to road users at grade separator at Km 33+400. The Concessionaire was further advised to take proper drainage measures in such a way that the water in drained out in shortest period of time after occurrence of rains in order to avoid the damage to the road crust. It was admonished that the road already damaged be repaired immediately particularly the repair of damaged slip roads at grade separators.

(ii) The Concessionaire was advised to use locally available sandy soil (tibba sand) materials in service road works and for balance earth works of the Project Highway to ensure good quality of earth works.

(iii) The Concessionaire was requested to take action for the compliance of safety observations at the earliest and submit the compliance report to this office accordingly.

(iv) The Concessionaire was advised to take actions for the safety of workers and of completed works because some discrepancies were noted during site inspection in the removal of shuttering materials/bars in superstructure of the non-track span of ROB at Ch. 86+177 (Rohtak-Bhiwani Line).

(v) The Concessionaire was advised to rectify the discrepancies in service road works to ensure that the FRL levels are not lowered at any location.

(vi) The Concessionaire was advised to take up the rectification work of trenches made at the slip roads at VUP at Km 79+207 and to report the compliance at the earliest for further submission of compliance report to the Project Director.

(vii) The Concessionaire was once again reminded to take action against illegal access/encroachments by serving the time bound notice to the encroachers for vacating the ROW.

(viii) The Concessionaire was requested to take immediate action to improve the quality of materials & workmanship of on going works.



37


in

association

with

E

13.2 Details of Non-Conforming Product Notifications:

NCPN

No.

Issued Ref./

Date

Type of

NCPN

Mile

Stone Description

Corrective Action

Accepted

YES/NO

Closed

Date

01 55/23.07.08 Embankment MS-1 Construction of Embankment from Ch. 61+000 to Ch.

61+630 RHS (5th & 6th Layer) Yes 13.09.08


61+80 0 RHS (1st Layer) Yes 05.08.08


75+600 (RHS) Yes 15.06.09

04 131/26.08.08 Reinforcement MS-1 Improper storage of reinforcements Yes 07.10.08

05 135/29.08.08 Embankment MS-1 Construction of embankment at Ch. 50+640 to

Ch.50+890, RHS (4th & 5th layer) Yes 25.09.08

06 136/29.08.08 Embankment MS-1 Construction of embankment from Ch. 57+750 to

Ch.58+600, LHS (12th & 13th layer) Yes 25.09.08

07 186/17.09.08 Embankment MS-1 Construction of embankment at Ch. 85+600 to

Ch.85+800 Yes 22.10.08

08 235/03.10.08 Embankment MS-1

Construction of embankment at Ch. 76+650 to

Ch.76+800(5th layer),Ch. 76+800 to Ch. 76+900 (6th

Layer), Ch. 76+900 to Ch. 77+000(7th layer), Ch. 77+000

to Ch. 77+080(6th layer), Ch. 77+100 to Ch. 77+200(9th

layer),

Yes 22.10.08

09 237/04.10.08 Embankment MS-1 Construction of embankment from Ch.51+600 to

Ch.51+870 (RHS) 1st layer Yes 04.02.09

10 299/27.10.08 Embankment MS-1 Construction of embankment from Ch.41+000 to

Ch.41+300 (7th layer) andCh.41+300 to Ch. 41+400 (3rd

layer)

Yes 26.12.08

11 369/21.11.08 Box Culvert MS-1 Backfilling in Box Culvert at Ch. 81+419

Yes 23.01.09

12 398/02.12.08 H P Culvert MS-1 Back filling in Hume Pipe Culvert at Ch. 82+498 Yes 23.01.09

13 414/10.12.08 Embankment MS-1 Earthwork from km. 37+410 to km. 37+500, 19th layer Yes 04.02.09

14 415/10.12.08 Embankment MS-1 Earthwork from km. 56+140 to km. 56+250, 4th layer Yes 20.01.09

15 418/12.12.08 Reinforcement MS-1 Defects/deficiencies on reinforcement and mud on top

the PCC of Box Culvert at Km. 34+892 Yes 22.12.08

16 445/23.12.08 Embankment MS-1

Embankment construction from Ch. 53+600 to

Ch.53+900 (RHS) & Ch. 56+250 to Ch 56+400 (LHS) 1st

layer without clearing & grubbing and removal of

unsuitable materials & shrubs

Yes 09.02.09

18 477/01.01.09 Vehicular

Underpass MS-1 Shuttering forms in Vehicular Underpass at km. 79+207 Yes 21.01.09



38


in

association

with

NCPN

No.

Issued Ref./

Date

Type of

NCPN

Mile

Stone Description

Corrective Action

Accepted

YES/NO

Closed

Date

19 491/05.01.09 Embankment MS-1

Earthwork done without clearing and grubbing on

account of which there is bumping at Ch.48+040 to Ch.

48+180 (4th layer)

Yes 28.02.09

20 520/15.01.09 Embankment MS-1 Spreading of earth in embankment was in depth of 1.0

meter instead of 25cms at Ch. 39+500 to Ch. 39+600 Yes 28.02.09

21 589/07.02.09 Embankment MS-1 Earthwork in embankment was spread in thickness of 800

mm instead of 250 mm loose at Ch. 39+900 to Ch.

40+050 (10th layer)

yes 12.10.10

23 605/12.02.09 Embankment MS-1 Earthwork in embankment was spread in thickness of

1000 mm instead of 250 mm loose at Ch. 59+000 to Ch.

59+120 (1st layer)

Yes 15.04.09

24 606/12.02.09 Embankment MS-1 Subgrade material was laid/compacted in one layer of

500mm instead of three layers at Ch. 38+000 to Ch.

38+200

Yes 22.02.10

25 607/12.02.09 Embankment MS-1 Earthwork in embankment was spread in thickness of

500mm instead of 250mm loose at Ch. 89+200 to Ch.

89+350(8th layer)

Yes 27.03.09

26 615/14.02.09 Embankment MS-1 Earthwork in embankment was being done without C&G

at Ch. 47+500 to Ch. 47+550 Yes 23.07.14

27 626/18.02.09 Embankment MS-1 Earthwork in embankment 4th layer was being done in

thickness of 1000mm instead of required 250mm (loose)

at Ch. 58+600 to Ch. 58+800

Yes 15.04.09

28 640/23.02.09 Pipe Culvert MS-1 Structure works in pipe culverts at Ch. 82+890, Ch.

84+416 and Ch. 85+260 Yes 17.11.14

29 654/27.02.09 Embankment MS-1 Earthwork in Embankment at Ch. 38+000 to Ch. 38+200 Yes 08.03.10

30 665/02.03.09 Embankment MS-1 Earthwork in Embankment at Ch. 79+300 to Ch. 79+700 Yes 08.03.10

31 677/04.03.09 Box Culvert MS-1 Structure work in top slab of Box Culvert at Ch. 58+080

(LHS) yes 19.12.09

32 708/13.03.09 Embankment MS-1 Earthwork in Embankment at Ch. 66+350 to Ch. 66+500

(RHS) 8th layer Yes 20.04.09





35 724/18.03.09 Grade

Separator MS-1

Compressive strength of concrete cubes for Grade

Separator at Ch.38+436, R.C.C. Piles: A2-LHS-pile No. P6

and A1-LHS-pile No.-P6

Yes 19.06.09

36 745/27.03.09 Embankment MS-1 Thickness of sub grade material at Ch. 72+390 to Ch. 72+500, sub grade 2nd layer. The thickness was 500mm instead of 200 mm (loose)

Yes 27.07.09



39


in

association

with

NCPN

No.

Issued Ref./

Date

Type of

NCPN

Mile

Stone Description

Corrective Action

Accepted

YES/NO

Closed

Date

37 746/27.03.09 Embankment MS-1 Laying/grading of G.S.B. material at Ch. 74+400 to Ch.

74+800. Laying was being done on loose surface in part

width of embankment.

Yes 15.06.09

38 751/28.03.09 Vehicular

Underpass MS-1

Reinforcement of top slab bracket portion rings/strips and

spacing of reinforcement are not as per drawing and bar

bending schedule.

yes 29.10.14

39 767/02.04.09 Embankment MS-1 Earthwork in embankment at Ch. 42+400 to Ch. 42+520

(both side) 11th layer Yes 28.06.14

40 771/03.04.09 GSB MS-1 Thickness of GSB at Ch. 81+440 to Ch. 81+500 (both

side) G.S.B. top layer Yes 15.06.09

41 800/10.04.09 Embankment MS-1 The earth dumped in thickness of 500mm instead of

250mm and was not graded/watered/rolled at Ch.

66+530 to Ch. 66+900 (RHS) 7th layer

Yes 25.05.09

42 834/20.04.09 Hume Pipe

Culvert MS-1 Structures works for Hume Pipe Culvert at Ch. 60+835

(LHS)

Yes 3.12.14

43 864/29.04.09 Minor Bridge MS-1 Structure works for Minor Bridge at Ch. 76+550 Yes 18.11.14

44 868/29.04.09 Major Bridge MS-1 Structure works for Major Bridge at Ch. 82+637 of

abutment A1 and A2

- -

45 877/01.05.09 Box Culvert MS-1 Structure works for box Culvert at Ch. 57+214.378 Yes 22.09.14

46 892/06.05.09 WMM MS-2 WMM top layer from Km. 51+890 to km. 52+200 and km.

51+630 to km. 51+850 Yes 02.07.09

47 927/19.05.09 Embankment MS-2 Earth works in embankment at Ch. 45+900 to Ch.

46+020 4th layer (RHS) Yes 14.09.09

48 934/20.05.09 Box Culvert MS-2 Structure works in Box Culvert at Ch. 77+096 yes 29.10.14

49 958/27.05.09 Embankment MS-2 Earth works in Embankment at Ch. 60+450 to Ch.

60+580 Yes 27.05.14

50 959/27.05.09 Embankment MS-2 Earth work in embankment at Ch. 70+520 to Ch. 70+700 Yes 06.06.09

51 976/03.06.09 Embankment MS-2 Earth work at Ch.46+900 to Ch. 46+950 (RHS) Yes 03.10.09

52 977/03.06.09 Embankment MS-2 FDD of sub grade top at Ch. 64+250 to Ch. 64+500 Yes 07.09.09

53 985/06.06.09 Box Culvert MS-2 Structure works in Box Culvert (top slab and walls, RHS)

at km. 77+096 yes 17.11.14



40


in

association

with

NCPN

No.

Issued Ref./

Date

Type of

NCPN

Mile

Stone Description

Corrective Action

Accepted

YES/NO

Closed

Date

54 986/06.06.09 Box Culvert

MS-2

Structure works in Box Culvert (Wall 2nd lift and top slab,

RHS) Yes 17.07.14

55 998/10.06.09 Minor Bridge MS-2 The width of approaches to Minor Bridge at Ch.

37+390.356 from Ch. 37+075 to 37+675 Yes 30.03.12

56 1017/16.06.09 Embankment MS-2 Spread in thickness of embankment top at Ch. 66+800 to

Ch. 66+900 & Ch. 67+500 to Ch. 67+600, RHS Yes 01.02.10

57 1049/26.06.09 GSB MS-2 Segregated and surface irregularities at Ch. 33+920 to

Ch. 34+030, GSB top layer Yes 2.07.14

58 1056/29.06.09 Kerbs MS-2 Laying of kerbs at Ch. 61+300 to Ch. 61+400 yes 17.05.12

59 1057/29.06.09 Prime coat MS-2 Laying of prime coat at Ch. 52+880 to Ch. 53+100 Yes 09.07.09

60 1076/06.07.09 G.S.B. MS-2 Laying of G.S.B. at Ch. 35+400 to Ch. 35+650 Yes 21.07.14

61 1078/07.07.09 Sub grade MS-2 Dumping of earth at Ch. 68+130 to Ch. 68+350 (LHS) Yes 04.04.12

62 1103/14.07.09 G. S. B. MS-2 G. S. B. layer at Ch. 30+640 to Ch. 30+740 Yes 23.02.10

63 1128/24.07.09 Embankment MS-2 Earthwork in Embankment 1st layer at Ch. 44+400 to Ch. 44+500 (RHS), Ch. 45+100 to Ch. 45+250 (RHS) and Ch. 48+730 to Ch. 48+820 (RHS)

Yes 24.08.09

64 1147/31.07.09 G. S. B. MS-2 Laying of G.S. B. as per four lane instead of six lane at

Ch.38+670 to Ch. 38+800 Yes 22.02.10

65 1204/18.08.09 Hume Pipe

Culvert MS-2 Casting of cradle and backfilling on Hume Pipe Culvert at

km. 49+134 (LHS)

Yes 23.9.14

66 1206/19.08.09 Major Bridge MS-2 Concreting and casting on Abutment A2 (RHS) pile cap of

Major Bridge at km. 82+617 - -

67 1213/20.08.09 G.S.B. MS-2 G. S. B. material laid at Ch.90+400 to Ch. 90+500 Yes 17.02.10

68 1218/21.08.09 W.M.M. MS-2 Laying of W.M.M. (top layer) at Ch. 79+700 to Ch.

80+000. Yes 30.03.12

69 1219/21.08.09 G.S.B. MS-2 Laying of G.S.B. at Ch. 90+400 to Ch. 90+700 Yes 03.03.10

70 1224/22.08.09 W.M.M. MS-2 Laying of W.M.M. at Ch. 48+550 to Ch. 48+750, LHS (1st layer).

Yes 07.09.09

71 1230/24.08.09 G.S.B. MS-2 Laying of G.S.B. materials at Ch.38+670 to Ch. 38+800

and Ch. 38+000 to Ch. 38+200 Yes 23.02.10

72 1265/05.09.09 G.S.B. MS-2 Laying of G.S.B. materials at Ch.58+850 to Ch. 59+000

(LHS) Yes 25.11.09



41


in

association

with

NCPN

No.

Issued Ref./

Date

Type of

NCPN

Mile

Stone Description

Corrective Action

Accepted

YES/NO

Closed

Date

73 1266/05.09.09 G.S.B. MS-2 Laying of G.S.B. materials at Ch.63+520 to Ch. 63+590 (RHS)

Yes 25.11.09

74 1329/23.09.09 G.S.B. MS-2 Laying of G.S.B. materials at Ch.91+560 to Ch. 92+000 Yes 17.11.09

75 1345/01.10.09 G.S.B.

MS-2

Laying of G.S.B. materials at Ch.43+000 to Ch. 43+400 (both side)

Yes 17.11.09

76 1349/03.10.09 G.S.B. MS-2 Laying of G.S.B. materials at Ch.87+000 to Ch. 87+100 (both side)

Yes 5.07.14

77 1428/26.10.09 G.S.B. MS-2 Laying of G. S. B. material at Ch. 43+720 to Ch. 43+950

(both side). Yes 18.11.09

78 1467/09.11.09 D.B.M. MS-2 D. B. M. was laid without applying the tack coat over the

primed surface at Ch. 33+810 to Ch. 34+260 (1st layer) Yes 11.07.14

79 1518/23.11.09 Earthwork MS-2 Earthwork at Ch. Ch. 71+600 to Ch. 71+800

Yes 22.03.10

80 1551/04.12.09 Earthwork MS-2

Restoration of raincuts extending into pavement crust

layers at Ch. 80+740 to Ch. 80+980 (both sides) and at

ch81+060 to Ch.81+280 (both sides)

yes 30.10.14

81 1558/08.12.09 Earthworks MS-2

Embankment works at Ch. 70+100 to Ch.70+350 (both

sides)

yes 31.10.14

82 1563/09.12.09 Earthworks MS-2 Earthworks in widening of existing carriageway at Ch.51+550 to Ch. 52+100, LHS and at Ch. 52+220 to Ch.52+840, LHS and at Ch. 52+900 to Ch.53+100, LHS

Yes 18.07.14

83 1571/10.12.09 Earthworks MS-2 Earthworks in widening of existing carriageway at

Ch.53+750 to Ch. 54+100, LHS Yes 26.05.14

84 1625/31.12.09 WMM MS-2 WMM 2nd layer at Ch. 66+300 to Ch.66+470 (RHS) Yes 24.07.12

85 1628/01.01.10 DBM MS-2 DBM 1st layer at Ch. 30+630 to Ch. 30+700, LHS Yes 24.06.14

86 1635/04.01.10 DBM MS-2 DBM 2nd layer at Ch. 64+900 to Ch.65+000, RHS in part

width of 8m towards kerb side.

Yes 19.07.14

87 1684/18.01.10 Grade

Separator MS-2 Non-conforming product at Abutment A1, LHS of Grade

Separator at Ch.55+643 Yes 23.9.14

88 1685/18.01.10 Grade

Separator MS-2 Non-conforming product at pier P1, LHS of Grade

Separator at Ch.55+643 Yes 16.02.10

89 1699/21.01.10 DBM MS-2 Non-conforming DBM works at Ch. 31+220 to Ch.

31+400 on both sides of drain on RHS

Yes 02.08.14

90 1714/27.01.10 Embankment MS-2 Non-conforming embankment works at Ch. 78+290 to

Ch. 78+450 Yes 17.02.10

91 1772/10.02.10 DBM MS-2 DBM 1st layer at Ch. 29+680 to Ch. 29+830 (RHS) yes 20.08.10

92 1976/13.04.10 Earthwork MS-2 Earth Work in shoulder at Ch. 51+440 to Ch. 51+770,

LHS Yes 21.05.14



42


in

association

with

NCPN

No.

Issued Ref./

Date

Type of

NCPN

Mile

Stone Description

Corrective Action

Accepted

YES/NO

Closed

Date

93 1983/14.04.10 DBM MS-2 DBM 1st layer with Grade-I material at Ch. 86+860 to Ch.

87+000, LHS Yes 05.04.12

94 1986/15.04.10 DBM MS-2 DBM 1st layer with Grade-I material at Ch. 86+850 to Ch.

87+140, RHS yes 31.08.10

95 1987/15.04.10 DBM MS-2 Thickness of DMB 1st layer at Ch. 31+700 to Ch. 31+720 Yes 21.07.14

96 2002/20.04.10 Earthwork MS-2 Earth work from Ch. 60+920 to Ch. 61+200 Yes 19.07.14

97 2060/08.05.10 Sub grade MS-2 Dismantling of existing bituminous layers for laying sub

grade/non-bituminous layers on existing road surface at

Ch. 61+850 to Ch. 62+190, LHS

yes 7.10.14

98 2061/08.05.10 BM MS-2 Laying of profile corrective course with BM material at Ch.

63+350 to Ch. 63+400, LHS and Ch 63+750 to Ch.

63+900, LHS.

yes 8.10.14

99 2062/08.05.10 DBM MS-2 Laying of DBM at Ch. 48+450 to Ch. 48+550, KHS Yes 25.06.14

100 2100/19.05.10 DBM MS-2 Laying of DBM 1st layer at Ch. 61+000 to Ch. 61+900,

LHS. Yes 01.08.14

101 2128/27.05.10 RE wall MS-2 Construction of RE wall at Ch 33+445 (toward

Bahadurgarh) - -

102 2166/05.06.10 BM MS-2 Back filling with excavated bituminous materials at Ch 63+590(Box culvert) LHS and Ch 64+395 (Box culvert) LHS

yes 20.06.14

103 2170/08.06.10 A. R. Bridge MS-2 Sand filling without checking excavation bottom levels at Ch 48+503 (AR Bridge) RHS Portion

yes 7.10.14

104 2189/15.06.10 Shoulder MS-2 Preparation of shoulder at Ch. 63+840 to Ch. 64+000,

LHS yes 09.05.12

105 2190/15.06.10 Sub grade MS-2 Dumping of GSB material on loose layer of sub grade at Ch. 58+800 to Ch. 59+000, RHS.

Yes 26.05.14

106 2206/19.06.10 MS-2 Strengthening and widening of existing carriageway at Ch. 57+600 to Ch. 58+280, RHS.

- -

107 2218/24.06.10 Minor Bridge MS-2 Concrete works at minor bridge at Ch. 88+393, RHS - -

108 2219/24.06.10 HPC MS-2 Laying of pipes and collar joints at Hume Pipe Culvert at

Ch. 78+282 Yes 26.07.10

109 2237/29.06.10 DBM MS-2 Laying of DBM 1st layer at Ch. 57+300 to Ch. 57+460,

LHS Yes 25.07.14

110 2238/29.06.10 Embankment

and sub grade

MS-2 Embankment and sub grade works at Ch. 60+020 to Ch.

60+230, RHS yes 11.10.10

111 2296/16.07.10 DBM

MS-2 Deficient thickness and surface level of DBM 2nd layer

from km. 31+000 to km. 31+230, LHS - -

112 2364/02.08.10 Grade Separator

MS-2 Compressive strength of concrete samples taken during

casting of girder for Grade Separator at Ch. 85+372 on

29th June 2010

yes 19.11.10

113 2379/07.08.10 DBM

MS-2 DBM 1st layer at Ch. 49+180 to Ch. 49+260, RHS. Yes 22.07.14



43


in

association

with

NCPN

No.

Issued Ref./

Date

Type of

NCPN

Mile

Stone Description

Corrective Action

Accepted

YES/NO

Closed

Date

114 2399/13.08.10 GSB

MS-2 Thickness of GSB layer at Ch. 72+180 to Ch. 72+230,

both sides and Ch. 74 + 800 to Ch. 74+900, LHS. Yes 20.04.12

115 2408/14.08.10 DBM

MS-2 Laying of DBM 2nd layer at Ch. 48+820 to Ch. 48+900,

RHS

Yes 12.10.10

116 2409/14.08.10 RES works

MS-2 Reinforced fill material at Ch. 38+300 (LHS) - RES works

at the approaches of grade separator at Ch. 38+436

(Bahadurgarh side)

- -

117 2421/17.08.10 Embankment

MS-2 Earth work in Embankment at Ch.42+850 to Ch. 42+980,

Both sides Yes 22.07.14

118 2675/30.10.10 Pavement

MS-2 DBM 1st layer at Ch. 52+000 to Ch. 52+300, LHS Yes 04.04.12

119 2708/12.11.10 WMM

MS-2 Laying of WMM 1st layer from km. 52+210 to km.

52+340, LHS Yes 04.04.12

120 2753/30.11.10 Bituminous

Concrete MS-2

Use of aggregates from unapproved source for

bituminous course (BC) from km. 62+720 to km.63+210,

LHS

Yes 16.07.14

121 2754/30.11.10 Bituminous

Concrete MS-2

Use of aggregates from unapproved source for

bituminous course (BC) from km. 62+440 to km.62+720,

LHS

Yes 11.07.14

122 2793/11.12.10 Bituminous Concrete

MS-2 Non-conforming BC works from Ch. 75+100 to Ch.

75+640, RHS Yes 04.08.14


MS-2 Laying of BC at CH. 31+950 to Ch. 32+800, RHS without

fixing of censor wires to achieve desired lines and grades - -


MS-2 Laying of BC works at Ch.79+800 to Ch. 82+486, LHS at

low temperatures, poor workmanship and use of

arrangement from unapproved source.

- -

125 2843/28.12.10 DBM

MS-2

Laying of DBM 1st layer at Ch. 45+600 to Ch. 45+800,

RHS (widening portion) where prime coat was applied in

uncleaned surface and simultaneously work of laying

DBM 1st layer was being done.

Yes 28.06.14

126 2875/08.01.11 Embankment

MS-2 Application of prime coat and DBM 1st layer from km. 70+650 to km. 70+750, LHS carried out simultaneously.

Yes 04.02.11

127 2877/08.01.11 Embankment

MS-2 Execution of earthwork from km. 45+925 to km. 46+000,

LHS without carrying out clearing and grubbing. - -

128 2921/20.01.11 RES

MS-2 Reinforced earth fill materials from Ch. 33+510 to Ch.

33+820 (Rohtak side) and Ch. 33+100 to Ch. 33+400

(Bahadurgarh side)

- -

129 2923/20.01.11 RES

MS-2 Reinforced earth fill materials from Ch. 38+100 to Ch.

38+400 (Bahadurgarh side) and Ch. 38+480 to Ch.

38+800 (Rohtak side)

- -


MS-2 Bituminous concrete works from Ch. 83+000 to Ch.

84+000 (both sides) Yes 07.04.12

131 3004/14.02.11 DBM

MS-2

Level difference was found much more than the

tolerances allowed as per table 900-1 as the work was

carried out during night and without using sensor wire

from Ch. 44+870 to Ch. 45+010, RHS (DBM top layer)

Yes 28.06.14



44


in

association

with

NCPN

No.

Issued Ref./

Date

Type of

NCPN

Mile

Stone Description

Corrective Action

Accepted

YES/NO

Closed

Date

132 3470/09.07.11 PSC girder of Major Bridge

MS-2 Compressive strength of PSC girder of Major Bridge at

Ch. 82+617 was found non-conforming to specification

and specified strength of grade M-50

yes 30.04.12

133 3483/13.07.11 WMM

MS-2 The top levels of WMM surface at Ch. 42+000, LHS of

service road were not meeting the specified tolerance

criteria of MORT&H Section 900.

- -

134 3537/28.07.11 BC

MS-2

The top levels of Bituminous Concrete (BC) layer at Ch.

68+240 to Ch. 68+350 (RHS) were not meeting the

specified tolerance limits as per Clause 902.3 of

MORT&H.

- -

135 3621/25.08.11 PQC

MS-2 Finished Level of Pavement Quality Concrete from Ch.

52+560 (offset of 4m to 87m - 2nd lane from median) - -

136 4098/30.12.2011 RES

MS-2

Horizontal and vertical alignment of RES panels at Grade

Separator at Ch 55+643 (from Ch. 55+360 to Ch.

55+590) is not as per approved cross-sectional drawings

and submitted methodology of RES woks

- -

137 4099/30.12.2011 RES

MS-2 Non-conforming reinforced fill material used in the

approaches of Grade Separator at Ch. 55+643 - -

138 4158/12.01.12 DBM

MS-2

DBM 1st layer was done after WMM on the same day.

Prime coat was sprayed simultaneously with completion

of WMM on wet surface and primed surface was not

allowed to cure for at least 24 hours at Ch. 48+360 to

Ch. 48+490, LHS

Yes 24.07.14

139 4159/12.01.12 B.C.

MS-2

Surface of BC layer was not as per specification due to

faulty workmanship. The mix of BC was also appeared

faulty needing testing verification at Ch. 60+160 to Ch.

60+600, LHS

Yes 29.05.14

140 4162/13.01.12 Box culvert

MS-2 Box culvert constructed partly with pipe at the left hand

side and constructed wing wall parapet wall over pipe at

Ch. 48+485.

yes 28.03.12

141 4231/02.02.12 Embankment

MS-2 Use of unsuitable earth work materials at entry and exit

loops at Ch. 69+540, LHS. yes 30.05.12

142 4264/11.02.12 B. C.

MS-2 Laying of bituminous concrete layer from Ch. 66+500 to

Ch. 66+720, LHS Yes 28.05.14

143 4287/17.02.12 B. C.

MS-2 Laying of bituminous concrete at Ch. 55+610 to Ch.

55+671, LHS

Yes 24.07.14

144 4308/23.02.12 Minor Bridge

MS-2 Non-conforming works at minor bridge at Ch. 44+194 - -

145 4343/02.03.12 RES MS-2

Non-conforming reinforced earth fill materials in RES works at approaches of ROBs at Ch. 59+868 (RHS), Ch. 70+002 (both sides), Ch. 71+580 (both sides) Bahadurgarh side, Grade Separators at Ch. 76+076 (both sides) and Ch. 85+372(both sides) and Major Bridge at Ch. 78+549 (both sides).

yes 27.06.13

146 4411/19.03.12 W.M.M

MS-2 Non-conforming WMM materials dumped in 4 stretches between km. 76+140 to km. 79+430 and likewise regarding improper mixing of the material at Sunaria Camp site on 19th March 2012.

yes 22.05.12



45


in

association

with

NCP

N

No.

Issued Ref./

Date

Type of

NCPN

Mile

Stone Description

Corrective Action

Accepted

YES/NO

Closed

Date

147 4412/19.03.12 Grade Separator

MS-2 Non-conforming alignment of RE wall and locking block

for Grade Separator at km. 76+076. - -

148 4835/10.07.12 WMM

MS-2 Use of non-conforming WMM materials from Ch. 70+120

to Ch. 70+200, RHS Yes 04.08.14

149 4890/23.07.12 RES

MS-2 Non-conforming RES works in the approaches of ROB at

Ch. 59+868 - -

150 4916/27.07.12 RES

MS-2 Non-conforming RES works in the approaches of ROB at

Ch. 59+868 (Bahadurgarh side) - -

151 5048/27.08.12 WMM

MS-2

Non-conforming WMM works in the approaches of ROB at

Ch. 59+868 (A1 side), approaches to minor bridge at Ch.

44+250 (A2 side) and junction.

- -

152 5061/30.08.12 GSP

MS-2 Defective fixing of expansion joint for Grade Separator at

Ch. 85+372, Abutment A-2 right hand side carriageway. - -

153 5097/07.09.12 RE Panel

MS-2

Bulging of RE wall panels of VUP at Ch. 69+723 in

Bahadurgarh side (LHS) approach Panel No.

13,14,15,16,17 from abutment (A-1) (1st & 2nd layer of

panel from top) due to poor workmanship in execution of

works and lack of proper supervision.

- -

154 5319/02.11.12 GSP

MS-2 Non-conforming level of PCC for cast-in-situ RCC friction

slab and RCC crash barrier at the approaches of Grade

Separator at km. 85+372

yes 19.04.13

155 5577/14.01.13 ROB

MS-2 Non-conforming reinforced earth wall works at the

approaches of ROB at Ch. 71+580 yes 12.07.13

156 5603/18.01.13 Subgrade/GSB

MS-2 Non-conforming level of subgrade/laying of GSB from

km. 36+200 to km. 36+500 - -

157 5694/08.02.13 WMM

MS-2 Non-conforming WMM works at Ch. 71+460 to

Ch. 71+560, LHS. Yes 27.06.13

158 5720/14.02.13 DBM

MS-2 Non-conforming DBM 1st layer at Ch. 71+380 to

Ch. 71+520, LHS (approaches of ROB at Ch. 71+580) Yes 06.11.14

159 5956/17.04.13 GSB

MS-2 Non-conforming GSB works at Ch. 71+620 to Ch. 71+860

(LHS) and Ch. 71+670 to Ch. 71+720 (RHS) Yes 25.06.14

160 5957/17.04.13 RE work

MS-2 Non-conforming reinforced earth works in the approaches

of ROB at Ch. 71+580 - -



46


in

association

with

NCP

N

No.

Issued Ref./

Date

Type of

NCPN

Mile

Stone Description

Corrective Action

Accepted

YES/NO

Closed

Date

161 5990/26.04.13 Kerb

MS-2 Non-conforming horizontal alignment of kerbs laid from

Ch. 71+680 to Ch. 71+800, LHS Yes 30.07.13

162 6005/30.04.13 GSB

MS-2

Deficiencies on thickness of GSB and level of GSB top

where it is observed that the actual level was reduced

from 0.534m to 0.752m w.r.t. to the approved plan and

profile from km. 34+440 to km. 34+520, RHS Service

Road.

- -

163 6011/01.05.13 Overhead sign boards, gantry

structures

MS-2 Non-conforming overhead sign boards, gantry structures

and foundations along with photographs - -

164 6098/ 24.5.13 DBM layer

MS-2 Regarding non-conforming DBM layer in the stretch from

Km 35+750 to Km 36+500. Yes 27.06.13

165 6107/27.5.13 Levels of

bituminous concrete layer

MS-2

Regarding non-conforming levels of bituminous concrete

layer in the stretch from Km 71+600 to Km 71+900

(RHS).

- -

166 6868/19.12.13 Installation of Guard Posts.

MS-2 The guard posts being cast in situ are not as per

approved drawing and without providing reinforcement

stirrups (Ch. 70+000 to Ch. 82+000)

- -

167 6891/26.12.13 Laying of GSB and WMM materials

MS-2 The thickness and quality of WMM and GSB materials was

not conforming to specification requirements. Yes 28.05.14

Summary of NCPN as of 31st

March 2015:

Total number of NCPN issued : 167

Total number of NCPN closed : 137

Total number of NCPN outstanding : 30

Independent Engineering Services for 4/6 Laning of NH-10 from Delhi/Haryana Border to RohtakIn the state of Haryana on BOT basis Under NHDP Phase III (A)


47

in

associatio

n

14. CORRESPONDENCE BETWEEN INDEPENDENT ENGINEER AND THE CONCESSIONAIRE:

SL No.

Ref. Letter No./Date Directions given to the

Concessionaire Action taken by the Concessionaire

1 ICT/IC/NHAI/IND/NH-10/TL-

8273, 02nd March 2015

Drainage arrangement at grade

separator at Km. 33+400. Action is yet to be taken.


8280, 09th March 2015 Drainage/Maintenance Measures. Action has not been taken yet on

these works.


8281, 10th March 2015

Software Factory Acceptance Test

(FAT) in Techsture Technologies at

Ahmedabad-Reg.

Factory inspection has been conducted jointly by Independent Engineer/Concessionaire from 25th March 2015 to 28th March 2015.


8286, 12th March 2015

Construction of ROB over

Southern Bypass at L-xing No. A-

37 at Km. 71+580 on Rohtak-

Rewari Line (Deposit work)-Reg.

The Concessionaire is complying with the observation raised by the Project Director however revised estimate is yet to be submitted.


8287,12th March 2015 Quality of Earthwork materials.

The report is awaited.


8288, 12th March 2015

Meeting regarding safety

measures.

Action not taken yet. The Concessionaire is required to take action at the earliest.


8289, 12th March 2015

Monthly Progress Report February

2015. The MPR observations are yet to be complied with by the Concessionaire.


8290, 12th March 2015

Construction of ROB at Ch.

86+177 (Rohtak-Bhiwani Line).

The girder launching in track span has been completed. The cross bracings and intermediate cross girders are being fixed.


8294,14th March 2015

Construction of Service road in

Km. 35.000 (LHS).

No action has been taken yet by the Concessionaire to rectify the level deficiencies noted in the works of GSB.

10

ICT/IC/NHAI/IND/NH-10/TL-

8295, 14th March 2015 &

ICT/IC/NHAI/IND/NH-10/TL-

8312, 25th March 2015

Chief Minister Grievances Redress

and Monitoring System Haryana

(Complaint regarding repair of

road).

Temporary filling back of the trenches at slip road junctions has been done however permanent repair is yet to be carried out.


8299, 19th March 2015

Web Portal INAM- PRO- Platform

for Infrastructure and Material

Providers.

The Concessionaire has been advised to take necessary & appropriate actions.



48

in

associatio

n

SL No.

Ref. Letter No./Date Directions given to the

Concessionaire Action taken by the Concessionaire


8301, 21st March 2015

Timelines for ETC Implementation-

Reg.

The Change of Scope estimate for the implementation & ETC in 2 lanes in each direction is yet to submitted after complying with of the observations raised by the Toll Expert.


8305, 23rd March 2015 Illegal access on Rohtak Bypass. Adequate action is yet to be taken by

the Concessionaire.


8306, 24th March 2015

Sub-standard quality of WMM

materials. The compliance report is yet to be submitted by the Concessionaire.


8308, 24th March 2015

Shifting of Gantry pole on Jakhoda

mor to Assauda mor (44.450)

Chainage in Jhajjar Distt.

The Concessionaire has inspected the site at their own level and has informed this office verbally to take action at the earliest.


8309, 24th March 2015 Updation of PMIS Status-Reg.

The Concessionaire is required to take actions regularly for online updation of the status of PMIS.

15. Force Majeure Event:

No such event occurred this month.



49


in

associatio

n

16. REDRESSAL OF GRIEVANCES

Sl. No. Public Grievance Redressal Action

1.

Residents of village Ismaila requested to Project Director for completing the balance work at CUP at Km. 60+600 and this office was intimated vide his letter No. NHAI/PIU-RTK/B-H/14-15/272 dated 02 May 2014

Work taken in hand but stopped in incomplete condition

2.

Application from Sarpanch of village Bhambhewa regarding construction of service road from CUP at Km. 71+650 to Km. 71+875 (Pehrawar Bhambhewa road) and extension of retaining wall received vide Project Director letter No.681, dated 11th June 2014.

Concessionaire has been asked to complete LHS service road and extend the retaining walls at the earliest and Sarpanch of village Bhambhewa has been informed accordingly vide Project Director letter No. 815, dated 26th June 2014.

The Concessionaire has not taken up the work on A1 side for construction of retaining walls on both sides.

3

Repair of slip roads trenches at the grade separator at Ch. 79+207 (Both sides) under Chief Minister Grievances Redress and monitoring system Haryana.

Temporary measures have been done by filling the trenches by GSB materials however permanent repairs are yet to be done by the Concessionaire.

Sl.

No.Name Position

Date of

MobilizationAssigned Package Remarks

1 Mr. Eleazar S. RegondolaTeam Leader-cum-Senior Highway

Engineer19.06.08 Whole contract Package On leave

2 Mr. James Cooper Road Safety Expert29.12.09

Whole contract Package

1 Mr. Balbir Singh Jayas Sr.Bridge Design Engineer 19.06.08 Whole contract Package Resigned

2 Mr.Rajeev Kumar Makhija Trafic & Transport Expert06.09.10 Whole contract Package

3 Dr. P. K. Nanda Sr. Pavement Specialist 24.09.09 Whole contract Package

4 Mr. Rajiv Kumar Sr. Quality / Material Expert 14.07.08 Whole contract Package

5 Mr. Amitava Basu Financial Expert Whole contract Package

6 Mr. Vikas Goel Legalal Expert Whole contract Package

1 Mr. Mehmood Sardar Survey Engineer 18.08.08 Whole contract Package

2 Mr. Balbir Singh Chhikara Highway Engineer-1 19.06.08 Whole contract Package

3 Mr. R. N. Bansal Highway Engineer-2 19.06.08 Whole contract PackageDemobilized on

31.03.2011

4 Mr. Vijay Setia Asst. Highway Engineer-1 04.05.09 Whole contract Package

5 Mr. Anil Kumar Asst. Highway Engineer-2 22.07.08 Whole contract PackageDemobilized on

31.03.2011

6 Mr. Jagan Mohan Pattnaik Bridge/ Structural Engineer 04.09.08 Whole contract PackageDemobilized on

05.09.2012

7Mr. Dharmendra Kumar/Mr.

Chinmaya Kumar MallickCAD Expert 08.03.10 Whole contract Package

Replacement of Mr.

Dharmendra Kumar

8Mr. Shambhu Nath Singh/Mr.

Sujeet KumarEnvirnmental Engineer 06.10.09 Whole contract Package

9 Mr. Rakesh Kumar Ass. Bridge Engineer -1 26.08.10 Whole contract Package Resigned

10 Mr. Shailendra B. Singh Ass. Bridge Engineer -2 07.06.10 Whole contract Package

11 Mr. Tarkeshwar Nath Asst. Quality cum Material Engineer 25.07.08 Whole contract Package Resigned

12 Mr. Prashant Dixit Asst. Quality cum Material Engineer 06.10.10 Whole contract Package

13 Mr. Adhir Kumar Pani Electrical Engineer 11.05.09 Whole contract Package

14 Mr. Manish Deshpande HTMS/Tolling Expert 28.03.11 Whole contract Package

1Mr. Sandeep Sharma/Mr.

Himanshu Singh SajwanOffice Manager 01.04.09 Site Office

Demobilized on

31.07.2013

2Mr. Bhabani Sankar Rana/Mr.

B. K. MohantyAccountant 01.07.08 Site Office

Replacement of Mr. B. S.

Rana

3Mr. Deepak Kumar/Brajendu

Kumar MohantyCashier 01.04.09 Site Office

Demobilized on

31.07.2013

4 Mr. Sharad Pratap Singh Steno 20.06.08 Site Office

5

Mr. Brajendu Ku. Mohanty/

Jagdeep / Mr. Brajendu Ku.

Mohanty/Sushil Kumar

Computer Operator 01.08.13 Site OfficeReplacement of Mr. B.K.

Mohanty

6 Mr. Chhabi Lal Sharma Photocopy Machine Operator 20.06.08 Site OfficeDemobilized on

31.07.2013

7Mr. Pradeep Ku. Rana /

Mr. Chhabi Lal SharmaOffice Boy 01.08.13 Site Office

Replacement of Mr.

Pradeep Ku. Rana

8

Mr. Suresh Chand /

Mr. Rabindra Deonath/Mr.

Chandan Singh

Guard-1 20.06.08 Site OfficeReplacement of Mr.

Rabindra Deonath

9 Mr.Bhim Bahadur Guard-2 01.08.09 Site Office

Independent Engineering Services for 4/6 laning of NH-10 of Delhi/Haryana Border to Rohtak

In the State of Haryana on BOT basis Under NHDP Phase - III (A)


Details of mobilization of Independent Engineer's Staff


(a) Expatriate:

(d) Support Staff:

( c) Sub Professional:

(b) Key Professional:

31st March2015

in association

with



Package No. IE/BOT/-II/NH-10/HRY/004


in

association

with

DETAILS Of THE CONCESSIONAIRE’S SITE STAFF (SPV)

SL.

NO.

NAME DESIGNATION

1 MR. Sanjay Kumar Sharma PROJECT DIRECTOR

2 MR. G. K. SINGH MATERIAL ENGINEER

3 MR. SANDEEP ARYA AUTO CAD OPERATOR

4 MR. NAVAL KUMAR TOLL OPERATIONS

DETAILS Of THE CONCESSIONAIRE’S SITE STAFF (EPC)

SL.

NO.

NAME DESIGNATION

1 Alok Asthana Project Manager

2 Pawan Sharma Highway Engineer

3 MR. RAJEEV KUMAR JHA SAFETY ENGINEER

4 MR. SURENDRA SINGH PROJECT ENGINEER-HIGHWAY

5 MR. BHUPENDRA SINGH SUPERVISOR

6 MR. MD.NAZIM SUPERVISOR

7 MR. AMARJEET YADAV FOREMAN

8 MR. KULBIR SINGH SODHI FOREMAN

9 MR. KRISHNA SINGH SR SUPERVISOR

10 MR. KAUSHAL KUMAR SITE ENGINEER

11 MR. SATYENDRA KUMAR JR.SUPERVISOR

12 MR. RAM KUMAR SRIVASTAV LAB TECHNICIAN

13 MR. MANISH KUMAR MATERIAL RECEIVER

14 MR. RAJESH KUMAR MATERIAL RECIEVER

15 MR. KR.MANOJ KUMAR SR.FOREMAN-ELECTRICAL

16 MR. MANAS KUMAR SAMAL MECHANIC

17 MR. BED PRAKASH DY..SUPERVISOR

18 MR. LAXMAN KUSHWAHA WELDER

19 MR. PANKAJ CHATURVEDI OFFICER ACCOUNT

20 MR. BIJENDRA KUMAR SURVEYOR


In the State of Haryana on BOT basis Under NHDP Phase III(A)

Package No IE/BOT-II/NH-10/HRY-004

Tested Passed Failed Remarks

1.1 No. of Borrow Areas 1 1 0

1.2 Sample Collection 3 3 0

1.3 Gradation IS:2720 (Part - 4) As Required 3 3 0

1.4 Plasticity Index Test IS:2720 (Part - 5) As Required 3 3 0

1.5 Free Swell Index Test IS:2720 (Part-40) As Required 1 1 0

1.6 Proctor Density Test IS:2720 (Part - 8) As Required 3 3 0

1.7 Deleterious Content Test IS:2720 (Part -27) As Required 0 0 0

1.8 CBR IS:2720 (Part - 16) As Required 1 1 0

2.1 Sample Collection 0 0 0

2.2 Gradation IS:2720 (Part - 4) As Required 0 0 0

2.3 Plasticity Index Test IS:2720 (Part - 5) As Required 0 0 0




2.7 Field density Test IS:2720 (Part -28) As Required 0 0 0

2.8 CBR IS:2720 (Part -16) As Required 0 0 0

3.1 Gradation IS:2720 (Part - 4) 1 test / 1500 M3 3 3 0

3.2 Plasticity Index Test IS:2720 (Part - 5) 1 test / 1500 M3 3 3 0


3.4 Proctor Density Test IS:2720 (Part - 8) 1 test / 1500 M3 3 3 0


3.6 Field density Test IS:2720 (Part -28) 1 test / 1000 M2 18 18 0

4.0 Sub Grade (MORTH : 305)

4.1 Gradation IS:2720 (Part - 4) 1 test / 1500 M3

2 2 0



4.4 Proctor Density Test IS:2720 (Part - 8) 1 test / 1500 M3 2 2 0


4.6 CBR IS:2720 (Part -16) 1 test / 3000 M3 1 1 0





5.4 Water Absorption IS:2386 (Part - 3) As Required 0 0 0

5.5 10 % Fine Value BS - 812 (Part - 3) As Required 0 0 0

5.6 CBR IS:2720 (Part -16) As Required 0 0 0





6.4 Aggregate Impact Value IS:2386 (Part - 4) 1 test / 200 M3 3 3 0

6.5 Flakiness & Elongation Index IS:2386 (Part - 1) 1 test / 200 M3 3 3 0

6.6 Water Absorption IS:2386 (Part - 3) As Required 0 0 0

6.7 Soundness Value IS:2386 (Part - 5) As Required 0 0 0


7.1 Gradation IS:383 1 Test / 15 Days 5 5 0

7.1 Silt Content IS:383 1 Test / 15 Days 2 2 0

7.3 Specific Gravity Water Absorption IS:2386 (Part - 3) As Required 0 0 0

8.1 Gradation IS:383 1 Test / 15 Days 5 5 0

8.2 Aggregate Impact Value IS:2386 (Part - 4) 1 Test / 15 Days 5 5 0

8.3 Flakiness Index IS:2386 (Part - 1) 1 Test / 15 Days 5 5 0

8.4 Specific Gravity & Water Absorption IS:2386 (Part - 3) As Required 0 0 0

9.1 Fineness Value IS :4031 (Part-1) Every Batch 1 1 0

9.2 Consistency IS :4031 (Part-4) Every Batch 1 1 0

9.3 Setting Time (Initial & Final) IS :4031 (Part-5) Every Batch 1 1 0

9.4 Soundness IS :4031 (Part-3) Every Batch 0 0 0

9.5 Compressive Strength (3 Days) IS :4031 (Part-6) Every Batch 3 3 0



8.0 Coarse Aggregate (MORTH : 1008)

9.0 Cement (MORTH : 1006)

1.0 Test on Borrow Areas (MORTH 305)

2.0 Test on OGL Sample (MORTH : 305)

3.0 Embankment (MORTH : 305)

5.0 Granular Sub Base (MORTH : 401)

6.0 Wet Mix Macadam (MORTH : 406)

7.0 Fine Aggregate (MORTH : 1008)

QUALITY ASSURANCE TEST RECORDS FOR THE MONTH OF March 2015

Sl. No. DescriptionIS / Project Spec.

ClauseFrequency of Tests

Total Test for the Month of March 2015

Monthly Progress Report : March 2015




Tested Passed Failed RemarksSl. No. Description

IS / Project Spec.



10.1 Mix Design IS: 10262 MORTH 1700 0 0 0

10.2 Cube Test (7Days) IS: 516 MORTH 1700 9 9 0


11.1 Rate of Spray MORTH - 500 2 Test /Day0 0 0

11.2 Viscosity IS: 8887 Every Batch 0 0 0

11.3 Residue by evaporation IS: 8887 Every Batch 0 0 0

11.4 Penetration of Residue IS:1203 Every Batch 0 0 0

11.5 Ductility of Residue IS:1208 Every Batch 0 0 0

11.6 Residue on 600 micron IS: 8887 Every Batch 0 0 0

11.7 Miscibility of water IS: 8887 Every Batch 0 0 0

12.1 Rate of Spray MORTH - 500 2 Test /Day 0 0 0

12.2 Viscosity IS: 8887 Every Batch 0 0 0

12.3 Residue by evaporation IS: 8887 Every Batch 0 0 0

12.4 Penetration of Residue IS:1203 Every Batch 0 0 0

12.5 Ductility of Residue IS:1208 Every Batch 0 0 0

12.6 Residue on 600 micron IS: 8887 Every Batch 0 0 0

12.7 Miscibility of water IS: 8887 Every Batch 0 0 0

13.1 Penetration Test IS:1203 Every Batch 2 2 0

13.2 Softening Point Test IS:1205 Every Batch 2 2 0

13.3 Ductility Test IS:1208 Every Batch 2 2 0

13.4 Flash Point Test IS:1209 Every Batch 0 0 0

13.5 Specific Gravity IS:1202 Every Batch 0 0 0

13.6 Absolute Viscosity IS:1206 Every Lot 0 0 0

13.7 Kinematic Viscosity IS:1206 Every Lot 0 0 0

14.1 Penetration Test IS:1203 Every Batch 0 0 0

14.2 Softening Point Test IS:1205 Every Batch 0 0 0

14.3 Ductility Test IS:1208 Every Batch 0 0 0

14.4 Flash Point Test IS:1209 Every Batch 0 0 0

14.5 Specific Gravity IS:1202 Every Batch 0 0 0

14.6 Elastic Recovery of half tread IRC:SP:53 Every Batch 0 0 0

15.1 Mix Grading Table : 500-41 Test/400 ton min 2

sets/day0 0 0

15.2 Hot Bin Aggregate Table : 500-4 1test/each fraction 0 0 0

15.3 Mix Density Table : 500-41 sets/400 ton min 2

sets/day0 0 0

15.4 Bitumen Extraction Grading Table : 500-41 sets/400 ton min 2

test/day0 0 0

15.5 Water Sensitivity Test AASHTO: T-283 As Required 0 0 0

15.6 Core Test Table : 900-4 1 test / 250 M2 0 0 0



15.9 Specific Gravity & water absorption IS:2386 (Part - 3) As Required 0 0 0

15.10 Soundness Test IS:2386 (Part - 5) As Required 0 0 0

15.11 Sand Equivalent Value IS:2720 (Part -37) As Required 0 0 0

15.12 Plasticity Index Test IS:2720 (Part -5) As Required 0 0 0

15.13 % of Fractured Faces MORTH - 500.2.2 As Required 0 0 0

15.14 Stripping Value IS:6241 As Required 0 0 0

16.0 Semi Dense Bituminous Concrete (MORTH : 508)


sets/day0 0 0


16.3 Marshall Density, Stability & Flow Table : 500-16

1 Test/400 ton min 2

sets/day0 0 0

16.4 VIM, VMA, VFB Table : 500-162 Test/400 ton min 2

test/day0 0 0

16.5 Bitumen Extraction Grading Table : 5001 Test/400 ton min 2

sets/day0 0 0


16.7 Core Test Table : 500 1 test / 250 M2 0 0 0







16.14 % of Fractured Faces MoRTH - 500.2.2 As Required 0 0 0


14.0 Modified Bitumen (IRC: 53)

15.0 Bituminous Macadam (MORTH : 500)

10.0 Concrete (MORTH : 1700)

11.0 Prime Coat:

12.0 Tack Coat :

13.0 Bitumen (MORTH : 500)





Tested Passed Failed RemarksSl. No. Description

IS / Project Spec.



17.1 Mix Grading Table : 500-10

1 Test/400 ton min 2

sets/day0 0 0


17.3 Marshall Density, Stability & Flow Table : 500-111 Test/400 ton min 2

sets/day0 0 0


sets/day0 0 0

17.5 Bitumen Extraction Grading Table : 500-101 Test/400 ton min 2

sets/day0 0 0












test/day0 0 0


18.3 Marshall Density, Stability & Flow Table : 500-191 Test/400 ton min 2

test/day0 0 0


test/day0 0 0

18.5 Bitumen Extraction Grading Table : 500-181 Test/400 ton min 2

test/day0 0 0











19.1 No. of Pipes test 0 0 0

19.2 Physical Test IS: 458 As per IS : 458 0 0 0

19.3 Three edge bearing test IS: 458 As per IS : 458 0 0 0

19.4 Water Absorption test IS: 458 As per IS : 458 0 0 0

20.0 Manufacturing Test reports / Third Party Test reports

20.1 Cement IS : 4031 Every Batch 1 1 0

20.2 Steel IS : 1786 Every Batch 0 0 0

20.3 Bitumen IS : 1200 - 1220 Every Batch 2 2 0

20.4 Admixture IS : 9103 Every Batch 0 0 0

20.5 Stand Wire IS : 14268 Every Batch 0 0 0

20.6 Emulsion SS IS : 8887 Every Batch 0 0 0

20.7 Emulsion RS IS : 8887 Every Batch 0 0 0


22.1 Mix Design IS: 10262 MORTH 1700 0 0 0



22.4 Flexural Test (7days) IS: 516 MORTH 900 0 0 0

22.5 Flexural Test (28days) IS: 516 MORTH 900 0 0 0

23.1 Dimension IS: 1077 MORTH 1000 0 0 0

23.2 Water Absorption test IS: 3495 MORTH 1000 0 0 0

23.3 Compressive Strength IS: 3495 MORTH 1000 0 0 0

23.4 Efflorescence IS :3495 MORTH 1000 0 0 0

24.1 Hardness Number Table : 515.3 As Required 0 0 0

24.2 Bitumen Extraction Grading Table : 500-18 Periodic, 2test/day 0 0 0










22.0 Pavement Quality Concrete for toll plaza area

23.0 Brick Work (MORTH : 1000)

24.0 Mastic Asphalt (MORTH: 515)

17.0 Dense Bituminous Macadam (MORTH : 507)

18.0 Bituminous Concrete (MORTH : 509)

19.0 Hume Pipes (MORTH : 2100)

21.0 Dry Lean Concrete for toll plaza area


Date post:	22-Apr-2018
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