E EXECUTIVE - nhai.org.innhai.org.in/spw/IEReport/Final MPR_December 2014.pdf · E EXECUTIVE ....

Monthly Progress Report No 25: December 2014

Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8

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E

EXECUTIVE SUMMARY



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EXECUTIVE SUMMARY

PROJECT BACKGROUND The Gomati Chauraha – Udaipur Project Highway NH 8 traverses from Km. 177+000 to Km. 260+100 in the State of Rajasthan under NHDP Phase IV on Design, Build, Finance, Operate and Transfer (Toll) Basis. The Project was awarded to M/s Shreenathji - Udaipur Tollway Private Limited (Concessionaire) and the LOA was issued on 12th March 2012 and Agreement signed on 18th April 2012. The Project construction period is 30 months and the concession period is 27 years. The Concessionaire has appointed M/s Sadbhav Engineering Limited as EPC Contractor for the Project and M/s SUTPL has appointed M/s Consulting Engineers Group (CEG) as their Design Consultant, vide letter no. SUTPL/UDR-NH-8/IE/13/114 dated 01 Feb. 2013

The 'Appointed Date' is declared as 18 April 2013 as per NHAI GM’s Letter No. NHAI/11012/01/2011/BOT/Raj./Gomti-Udaipur/441 dated 08 April 2013.

Performance/ Progress:

Preconstruction activities like Office & Camp facilities, Mess, Laboratory, Mechanical Workshop (at Mandwada and Negadiya) and setting up of Crusher Plant, Concrete Batching Plant, Asphalt Plant, Mobile Crusher Plant and WMM Plants have been completed and fully functional at both the sections of the Project Highway separately. Factors Affecting Progress/Delays:

Land Acquisition, Utility Shifting & Removal of Encroachments are the major factors affecting the progress. It’s high time that Concessionaire shall put extra efforts to get all these factors resolved on top priority with the help of Client.

Safety Measures:

During entire construction period, the Concessionaire shall abide by the Applicable Laws and Permits, Provisions of CA and Good Industry Practice to provide efficient & safe flow of traffic on project highway.

Quality Assurance:

Quality Assurance is one of the important aspects that Concessionaire has to adopt. A project specific QAM & QAP needs to be prepared by the Concessionaire for effective implementation and achievement. Accordingly, Concessionaire has submitted QAM & QAP which was found acceptable by IE after review.

Monitoring/Supervision:

IE has informed the Concessionaire the need to mobilize sufficient no. of machinery, material, adequate number of qualified and experienced site staff to monitor and supervise all works at site, in order to achieve proper quality and completion of work on time. Since Concessionaire has not appointed a PMC, it shall put more effort and appoint sufficient qualified / experienced staffs for monitoring proper quality control of works.

Environment Management Plan:

I. Legal/Statutory Compliance:

Concessionaire shall obtain all required permits/licenses as per the provisions of Schedule - E of CA.

II. Construction Camp Site:

1. Infrastructure facilities at the Construction camp site shall be clearly specified i.e. drinking water, shelter, type of sanitation facility, medical facility etc.

III. Plantation:

1. Tree cutting programme with necessary approvals from the Forest Department. 2. Proposed tree plantation programme with type of species proposed for avenue and median

plantation.



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IV. Quarry and Borrow Area Management:

1. Submit the list of Quarry and Borrow Areas identified and tentative quantities of utilization. 2. Submit the Mass-haul diagram covering all quarries; borrow areas, sand mining areas.

V. Solid Waste/Hazardous Waste/Debris Management Plan:

1. A comprehensive solid/debris generation, utilization and disposal plan to be submitted. 2. A comprehensive hazardous waste (Scarified Bitumen) generation, utilization and disposal plan in

order to satisfy the HW (M&H) rules, 1989.

VI. Environmental Improvement Work:

1. Rain Water Harvesting programmes as per MOEF and CPWD norms. 2. Prevention of erosion of soil in the project to be specified with the help of the project stretch

(Especially, near water bodies, streams, rivers etc.) 3. Sprinkling of water programme on haulage road leading to crushers quarries & borrow areas, camp

site and work areas.

VII. Environmental Monitoring:

1. The environmental monitoring shall be carried out with MOEF/MHPCB approved laboratory. 2. The no. of locations to be monitored shall be strictly followed as per the IS: 5182/baseline monitored

locations.

Concessionaire has submitted the EMP which was found acceptable by IE after review.

1. Traffic road safety is an all time concern. Concessionaire shall provide Safety Measures at work areas conforming to standard as set by different IRC codes i.e. IRC SP: 55:2001, IRC: 67:2010.

Critical Issues:

2. During this reporting month, it has been observed that progress on Maintenance work of existing road was satisfactory. The length of existing road to be maintained has reduced to almost one fourth of the initial length. The major portions required to be maintained are Chirwa Ghat Section and Mohanpura-Eklingji-Delwara-Majera Section. Concessionaire shall continue with the maintenance work of existing road and keep the existing road in traffic worthy condition. Further, before taking up the maintenance work, Concessionaire has been asked to determine the possible causes of defects/deficiencies and treatment to be carried out accordingly and in accordance with the specifications.

1. Concessionaire shall start crack sealing work for concrete median kerb in a manner as consented by the IE.

Recommendations:

2. Concessionaire shall take up crack repair for New Jersey Barriers, as per approved methodology.

3. Line and level of side drains shall be maintained true to line and grade.

4. Curing arrangement for PQC shall be improved further as per the Methodology.

5. Shrubs planted in median portion from Ch. 233+820 to Ch.234+200 shall be maintained properly by timely watering and manuring.

6. Ongoing backfilling and laying of filter media in RERW shall conform to Section 3100 of MORTH Specification, Drawing and Methodology.

7. Installation, erection and construction operations of Metal Beam Crash Barrier shall conform to Clause 810 of MoRT&H Specification. The posts shall be vertical with a tolerance not exceeding 6 mm in a length of 3 metre. The railing barrier shall be erected true to line and grade. It has been observed that nut and bolts are missing in MBCB at few locations in both the sections. Concessionaire to take immediate step to provide and tie nut and bolt properly after identifying those locations.



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8. Condition of service roads provided in Nathdwara and Rajnagar Flyovers are deteriorating day by day. Concessionaire to take suitable measures to maintain these service roads in a good traffic worthy condition.

9. Concessionaire shall ensure the ongoing works of Stone Pitching on the side slopes of embankment in strict compliance with clause 2504.2.1 of MoRTH specifications, consented drawing and methodology. The size and weight of stone shall conform to Clause 5.3.5.1 of IRC:89. No stone, weighing less than 40 kg shall, however, be used. The sizes of spalls shall be a minimum of 25 mm and shall be suitable to fill the voids in the pitching. Also, Filter Media shall conform to the MoRT&H clause 2504.2.2.

Also the soil slope be compacted properly using plate compactor before stone pitching.

10. Concessionaire shall take necessary steps to improve the safety measures at all the working sites complying with IRC: SP: 55, IRC: 67: 2012 and Schedule L of Concession Agreement. To provide proper road safety, Concessionaire shall install delineator posts on sand bags kept for safety and tie them with safety ribbons in a criss cross manner.

11. Concessionaire shall ensure rehabilitation of Borrow Areas, once the approved quantities are exhausted in accordance with the required specification.

12. Concessionaire has been repeatedly informed regarding development of cracks and undulations in Median Kerb. Concessionaire shall either rectify or replace affected length immediately in a manner approved/consented by the IE. To avoid any possible damage from traffic, median filling shall be done as early as possible. Pursuant to MoRT&H Clause 407.4.2, the confined areas after filling with earth shall be turfed with grass or planted with shrubs and in case of granular fill it can be finished with tiles/slabs as directed by the Engineer.

13. The confined area of the median and islands shall be filled with local earth or granular material or any other approved material and compacted by plate compactor/power rammer.

14. Concessionaire shall engage labour/machinery to remove the boulders from the embankment side slopes and the debris accumulated within the ROW, throughout the Project stretch without any further delay.

15. Pavement settlement at few locations has been observed near the structures. To avoid settlement close to structures Concessionaire shall carefully carryout the backfilling behind structures in specified layer thickness and rolled adequately to achieve compaction as per the required specifications before laying approach slab.

16. Concessionaire shall ensure quality as well as proper laying of Filter Media behind structures as per the approved design and Methodology.

17. Traffic is plying in both the directions at most of the locations on one side of carriageway on DBM which may affect the crust if allowed for long time. As observed, Potholes and distress are started developing at few places. Concessionaire to rectify all the defects before taking up the laying of BC over DBM.

18. Pursuant to MORT&H Clause 305.2.1.4 & 313.2, Concessionaire should take strict measures to use correct size material and avoid over size material for embankment/sub-grade and rockfill embankment construction.

19. Oversized/big boulders from the side slopes of the embankment/sub-grade shall be removed before laying of the GSB layer. Also, debris dumped or left in the ROW shall be removed immediately.

20. Concessionaire shall implement environmental awareness program at least once in six months that aims at developing environmental friendly attitude and promote understanding and acceptance of environmental responsibilities among employees.

21. Concessionaire shall take necessary steps to maintain required side slopes (2H: 1V) of high embankment wherever DBM laying has been completed. Similarly, proper protection shall be provided in median having considerable level difference between LHS and RHS.



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22. As per MoRT&H Clause 407.4.2, median filling up to FRL is required to be compacted in a manner similar to shoulder construction and confined area above FRL shall be compacted by plate Compactor/Power Rammer.

23. Concessionaire to improve quality of Stone Masonry Side Drains as work at most of the locations are going on without any supervisor from Concessionaire to supervise the work. Also, size and quality of stone being used at most locations is not good and curing arrangement is not proper. Material should conform to Section 1000 of MoRT&H Specification.

24. Concessionaire has yet to start the fixing of ROW pillars in accordance with the specification to mark the NHAI Land clearly where LA is completed or LA is not required.

25. Concessionaire has yet to submit without any further delay, a comprehensive hazardous waste (Scarified Bitumen) generation, utilization and disposal plan in order to satisfy the HW (M&H) rules, 1989.

26. Concessionaire to ensure health, safety, and welfare of all workers. Concessionaire shall implement and enforce all the recommendations and observations of the approved Safety, Health & Environmental Management Plan/Manual. Toolbox meetings and trainings, use of PPE (Personal Protective Equipment) and measures for proper House Keeping shall be put into regular practice.

27. Concessionaire yet to submit proposal of tree plantation programme with type of species proposed for avenue and median plantation. Concessionaire shall submit the Tree Plantation Scheme along with Methodology as per IRC: SP: 84:2009, for IE’s review.

28. Condition of temporary diversions has again deteriorated. All the temporary diversions in operation shall be maintained immediately in traffic worthy condition during its operation period.

29. Concessionaire has been asked to monitor the environmental issues closely and implement EMP effectively.

30. Oversized and Flaky material from all the GSB stockpiles to be removed before using at site. Concessionaire to take fool proof measures to avoid production of oversized material from the crusher itself.

31. Overall finishing, line and level of Kerb shall be improved. Curing compound shall be sprayed uniformly over the Kerb soon after laying and covered with moist hessian cloth for proper curing to avoid development of cracks.

32. Concessionaire to ensure frequent sprinkling of water to minimize dust nuisance at the Elevated Flyover 2 area in Nathdwara town and both the base camps, and also on access roads to Plants, quarries etc.

33. For effective night visibility, Delineators are required immediately at the stretches where concentric widening is in the progress. Similarly, barricading with hard board is required at places where considerable difference in level occurs.

34. Concessionaire to take measures to avoid plying of traffic over approved GSB and WMM beds. Successive layer shall be placed only after proper rectification of the affected layer.

35. Shoulder and median shall be constructed simultaneously in layers with WMM layers to avoid any damage to the edges.

36. Regarding Electrical Poles / towers, Concessionaire shall make sure that the required size of foundation is done. Also, care should be taken to see that conductors tightened properly, before charging the line.

37. Construction work is going on in a considerable length; Concessionaire shall ensure laying of utility ducts of appropriate size at least in every km and in addition at other required locations like junctions, built up areas, etc.

38. Many Kilometer Stones have been uprooted and found lying at the site causing safety hazard to the traffic. Concessionaire to take immediate step to remove and stack it safely at proper place.



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39. Seek IE’s inspection at cut-off level of each pile to check the soundness of concrete, prior to proceeding with further activities.

40. Concessionaire shall take necessary action to include the details requested by IE in the Monthly Progress Report.

41. In case of deep excavation, stabilization of soil must be ensured by providing proper shoring measures as per specifications and approved by IE/NHAI.

42. Controlled blasting shall be resorted to. Concessionaire to follow strictly all the statutory laws, regulations, rules, etc., pertaining to the acquisition, transport, storage, handling and use of explosives as per MoRT&H Clause 302 before taking up the Blasting Operation.

43. Adequate measures for proper housekeeping must be ensured by the Concessionaire at the construction site as well as in the camp sites.

44. Concessionaire shall obtain all Applicable Permits as per Schedule-E of Concession Agreement for any pending items without any further delay and ensure its validity for the required period. Concessionaire shall keep their Permits/NOCs/Approvals updated.

45. Concessionaire to increase the number of experienced site personnel in middle level (Junior Engineers) and supervisory level as well, to control the execution of work properly.

46. Concessionaire must mobilize experienced working crews at site along with testing equipments in sufficient number to deliver quality work.

47. Concessionaire must pursue attainment of quality of works by adhering to the stipulations of Clause 900 of MORT&H Specifications.

48. Delineators were installed in the Chirwa Ghat Section are either dismantled and/or missing. Concessionaire to arrange and reinstall these immediately. Concessionaire’s safety team shall visit the entire stretch regularly and necessary safety measures shall be taken immediately, wherever required.

49. Foundations of existing structures exposed while excavation shall be protected properly. 50. Proper curing arrangement shall be made for all concrete works (cast in situ and precast) as per

specification. 51. Concessionaire shall maintain all Haulage roads including access roads to Plants, quarry, stock piles,

borrow areas etc, properly and sprinkling of water shall be done on regular basis. 52. Periodic checking of machinery to be ensured to maintain proper functioning of reverse light, reverse

horn and warning signal. Pollution checks for tippers/dumpers and other vehicles have to be monitored regularly.

53. Earthen shoulder all along the existing project Highway shall be maintained properly throughout the construction period.

54. Vehicles delivering material to construction sites should be covered with tarpaulin and especially for Bituminous Material.



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THE PROJECT

Chapter 1



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Key Plan:-

Gomati Chauraha Km. 177.000

Udaipur Km. 260.100

NH 8

NH 8

NH 8

ND

Par



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Location Plan for Site Establishment:- Km. 177+000, Gomati Chauraha

Km. 260+100, Udaipur

R L H H S S

R L H H S S

R L H H S S

BaniaTukda Crusher Plant @ Km. 185+500, 1.5 Km from NH 8

Toll Plaza, Mandavada Village @ Km. 187+244,

Camp-2, Mandwada @ Km. 188+000, Camp Set Up with Laboratory, HMP-160 TPH, WMM Plant-200 TPH, Batching Plant-30 Cum/Hr. Appox. 0.8 Km from NH 8

Camp-1, Negadiya @ Km. 237+000, Camp Set Up with Laboratory, HMP-160 TPH, Batching Plant-30 Cum/Hr. with laboratory & camp Set up (Road side)

VNC Camp Set Up, Batching Plant-60 Cum/Hr @ Km. 206+400,Rajsamand

VNC Camp Set Up, Batching Plant-60 Cum/Hr @ Km. 216+600,Gunjol

Negadiya Crusher Plant, WMM Plant Plant @ Km. 238+500, 0.2 Km inside from NH 8

Concrete Batching Mix Plant @ (30 CUPH) Km. 252+500 in RHS,

Mobile Crusher Plant (30TPH) @ Ch. 246+000 RHS

Mobile Crusher Plant (30TPH) @ Ch. 241+380 RHS

GSB Crusher Plant (100TPH) @ Ch. 185+000 RHS

Mobile Crusher Plant (30TPH) @ Ch. 196+200 LHS (500m inside)

Toll Plaza, Majera Village @ Km. 238+170,

Mobile Crusher Plant (30TPH) @ Ch. 251+800 LHS

TUNNEL @ D. Ch. 251+966 to 252+416

Concrete Batching Mix Plant (20CUPH) @ Km. 250+200 in RHS,



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1.1 THE PROJECT

1.2 Background

The Government of India has entrusted to the National Highways Authority of India (NHAI), under Ministry of Shipping, Road Transport and Highways (MORTH) for the development of highways under National Highways Development Program (NHDP). The projects contemplate enhancing the traffic capacity and safety on the selected heavily trafficked high density stretches corridors of National highways for efficient transportation of public and goods.

The project Corridor under consideration falls under NHDP Phase IV, a program of 4 laning to be undertaken on Design, Built, Finance, Operate and Transfer (Toll) basis. The project corridor is located in the state of Rajasthan and passes through Rajsamand and Udaipur Districts.

The Development of Project consists of Four Laning of Gomati Chauraha - Udaipur Section of NH-8 from Km.177.000 to Km.260.100 including service road on both sides of Main Carriageway as indicated in CA, Schedule - B. The total cost of the Project is Rs. 914.50 Crore.

1.3 Project Brief

The construction of Project Highway described in this report is in progress and it runs from Km. 177.000 to Km. 260.100 between Gomati Chauraha & Udaipur on NH-8 in the State of Rajasthan.

The project was awarded to Concessionaire M/s Shreenathji-Udaipur Tollway Private Limited (M/s SUTPL) and LOA issued on 12th March 2012. The Concession Agreement was signed between National Highways Authority of India & M/s SUTPL on 18th of April 2012.

The Appointed Date is finalized as 18 April 2013. The scheduled completion period is 30 Months (910 Days) from the ‘Appointed Date’ and Scheduled Four Laning Date is 14th of October 2015.

M/s. Aarvee Associates Architects Engineers & Consultants Pvt. Ltd. has been appointed as Independent Engineer (IE) of the project. Independent Engineer is mobilized on December 2012. IE has established its office (TL's Office) at H. No. 52, Jain Colony, New Bhopalpura, Behind Mataji Mandir, Udaipur for providing effective services for project work in between Km. 177.000 to Km. 260.100. Staffing pattern is shown on organization set up.

1.4 Salient Features

Letter of Award : 12th March 2012 Date of Concession Agreement : 18thApril 2012 Appointed Date : 18th April 2013 Scheduled 4-Laning Date : 14th October 2015 Total Project Cost : Rs. 914.50 Crores. Premium Amount/ Year : Rs. 21.6 Cr (Yearly Increment of 5%). Concession Period : 27 years IE's Contract Date : 30th November 2012. IE's Mobilization Date : 27th December 2012 IE's Contract Value : Rs. 9.46 Crores Project Length : 79.310 Km. (As per Design Chainage) Length of Proposed Service Road as per CA : 43.220 Kms. Length of Bypass Road as per CA : 9.20 Kms. Length of Realignment as per CA : 8.545 Kms. (at 6 Locations) Length of Proposed Slip Road as per CA : 1.085 Kms.



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Major Intersections : 14 Nos. Minor Junctions : 69 Nos. Proposed New Flyover : 04 Nos. Proposed New Vehicular Underpass (VUP) : 04 Nos. Proposed New Cattle Underpass (CUP) : 04 Nos. Proposed New Overpass (OP) : 01 No. Proposed New Elevated Flyover (EFO) : 02 Nos. (EFO1-398 mt & EFO2-820 mt) Proposed New Twin Tunnel : 02 Nos. (450mt) Proposed New Major Bridge on MCW : 02 Nos. Proposed New Minor Bridge : 05 Nos. Existing Minor Bridge to be widened : 09 Nos. Existing Minor Bridge to be reconstructed : 03 Nos. Proposed New Minor Bridge on Service Road : 04 Nos. Existing Culverts on MCW to be widened : 151 Nos. (83 SC + 68 HPC) Existing Culverts on MCW to be reconstructed : 44 Nos. (17 SC + 02 BC + 25 HPC) Culverts to be Constructed New : 38 Nos. (18 SC + 10 BC + 10 HPC) Proposed Toll Plazas : 02 Nos. (Km.187.244& Km.238.170) Proposed Bus Lay Bays : 20 Nos. Proposed Truck Lay Byes : 06 Nos.

1.5 Responsible Parties:

Project : Four Laning of Gomati Chauraha-Udaipur Section of NH-8 from Km.177.000 to Km. 260.100 in the State of Rajasthan under NHDP Phase-IV on Design, Built, Finance, Operate and Transfer (Toll) Basis.

Client/Employer : National Highways Authority of India, G 5&6 Section-10, Dwaraka, New Delhi-110075

Independent Engineer : M/s Aarvee Associates Architects Engineers & Consultants Pvt. Ltd., Hyderabad.

Concessionaire : M/s. Shreenathji-Udaipur Tollway Private Limited.

EPC Contractor : M/s. Sadbhav Engineering Limited.

Design Consultants : M/s. Consulting Engineer’s Group. 1.6 Scope of Work:

The scope of the Access Controlled Highway Project as detailed in the Concession Agreement shall be broadly classified as follows:

1. Construction of the Project Highway on the site (from km 177.000 to km 260.100 of NH-8) set forth in Schedule A and as specified in Schedule – B together with provision of Project Facilities as specified in Schedule – C, and in conformity with the Specifications and Standards set forth in Schedule –D;

2. Operation and Maintenance of the Project Highway site (from km 177.000 to km 260.100 of NH-8) in accordance with the provisions of this Agreement; and

3. Performance and fulfillment of all other obligations of the Concessionaire in accordance with the provisions of this agreement and matters incidental thereto or necessary for the performance of any or all of the obligations of the Concessionaire under this agreement.

4. List of structures & facilities are as per Schedule B of Concession Agreement is shown below.



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1. Bypass:

Sl. No. Chainage (Km)

Length (m) Existing Design From To From To

1 239.900 251.550 239.010 248.210 9.200 2. Realignment:

Sl. No. Chainage (Km)

Length (m) Existing Design From To From To

1 183.730 186.950 183.350 186.200 2.850 2 191.090 191.900 190.295 191.255 0.960 3 200.650 201.000 199.900 200.250 0.350 4 202.950 203.360 202.040 202.450 0.410 5 222.100 221.600 221.017 221.517 0.500 6 254.700 258.850 251.500 254.975 3.475

3. Truck Lay Byes: Sl. No. Design Chainage Side Remarks

1 180 + 490 Both 2 191 + 193 Both 3 234 + 260 Both 4. Bus Bays: Sl. No. Design Chainage Side Remarks

1 186.245 Both 2 206.543 Both 3 211.400 Both 4 212.893 Both 5 214.993 Both 6 227.660 Both 7 229.260 Both 8 245.519 Both 9 250.286 Both 10 255.421 Both 5. Toll Plazas: SL. No Design Chainage Remarks

1 187.244 2 238.17 6. Provision of Slip Road:

Sl.No Road Design Chainage Length in Km Sides From To 1 NH-8 0.000 0.735 0.735 LHS 2 NH-8 0.000 0.350 0.350 RHS

Total 1.085 7. Provision of Service Road:

Sl.No Road Design Chainage Length in Km Sides From To 1 NH-8 181.741 182.141 0.400 Both 2 NH-8 191.793 205.793 14.000 Both 3 NH-8 207.793 209.093 1.300 Both 4 NH-8 219.593 221.053 1.460 Both 5 NH-8 221.543 223.393 1.850 Both 6 NH-8 224.288 225.288 1.000 Both 7 NH-8 231.710 232.710 1.000 Both 8 NH-8 240.760 241.360 0.600 Both

Total 21.610 8 Major Intersections (At Grade):

Sl. No Existing

Chainage (KM)

Design Chainage (KM) Category of Road Type of Junction Remarks

1 177+060 177+059 SH-16 T- Junction 2 183+825 183+800 Existing NH T- Junction 3 186+810 186+050 Existing NH Y-Junction 4 204+810 203+922 ODR T- Junction 5 209+600 208+693 SH-12 T- Junction



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6 220+350 219+393 MDR T- Junction 7 221+800 220+693 Nathdwarajn. T- Junction 8 223+100 222+143 ODR Cross-Junction 9 225+800 224+793 SH-49 Cross-Junction Proposed NH 10 240+200 239+210 Existing NH T- Junction 11 251+400 248+010 Existing NH T- Junction 12 254+775 251+495 Existing NH T- Junction 13 258+825 254+985 Existing NH T- Junction 14 260+100 256+310 NH-76 + Junction 9.Minor Junctions:

Sl. No. Existing

Chainage (Km)

Design Chainage

(KM)

Side (Left /Right)

Carriageway Width

(m) Category Type of

Junction

1 177+548 177+548 LHS 3.5 BT Road Y 2 180+800 180+851 LHS 3.5 Dhaninchouraha T 3 180+325 181+317 RHS 3.5 To Sambadhi T 4 183+628 183+624 LHS 3.5 MojabatokaGuda Y 5 Realignment 184+867 RHS 3.5 Mud Road T 6 Realignment 184+867 LHS 3.5 BaniyaTukla Y 7 189+300 188+544 LHS 3.5 To Marble Factory T 8 189+845 189+057 RHS 3.5 ATMA Madri Y 9 190+093 190+301 LHS 3.5 Miyaki Y

10 192+377 191+618 LHS 7.0 Devpura T 11 193+617 192+804 Cross 3.5 L-Ament R-Mud Road Plus 12 194+964 194+184 Cross 7.0 L-BT Road R-CC Plus 13 195+123 194+338 Cross 3.5 Plus 14 195+492 194+644 RHS 3.5 T 15 195+680 194+883 RHS 3.5 BT Road Y 16 195+692 194+917 LHS 3.5 BSNL TOWER T 17 195+795 194+993 RHS 3.5 Mud Road T 18 195+995 195+205 LHS 3.5 Mokhampura T 19 196+858 196+058 LHS 3.5 Vikas Marble T 20 197+054 196+326 LHS 3.5 Mokhampura T 21 197+304 196+525 RHS 3.5 B.T.Road Y 22 197+620 196+765 LHS 3.5 Mud Road Y 23 197+987 197+093 RHS 3.5 T 24 198+650 197+846 LHS 3.5 Associate Marble Granite T 25 198+828 198+040 LHS 3.5 T 26 199+391 198+598 RHS 3.5 CC-Road T 27 199+760 198+805 LHS 3.5 Tasole T 28 200+257 199+297 LHS 3.5 CC-Road T 29 200+920 200+090 LHS 3.5 Factory T 30 202+420 201+115 LHS 3.5 CC-Road Y 31 204+932 204+055 LHS 3.5 kakroli T 32 204+936 204+059 RHS 3.5 Sanwad T 33 205+250 204+441 LHS 3.5 Raj nager- Kelwada Y 34 205+300 204+481 RHS 3.5 Sohwad T 35 205+386 204+493 RHS 3.5 Raj nager- Kelwada Y 36 205+450 204+587 LHS 3.5 B.T.Road T 37 205+550 204+678 LHS 3.5 Rajnagar T 38 205+690 204+813 LHS 3.5 kakroli T 39 205+708 204+831 RHS 3.5 B.T. T 40 206+730 205+873 RHS 3.5 B.T. T 41 206+973 206+077 RHS 3.5 B.T. T 42 207+094 206+223 RHS 3.5 Sundarchar Y 43 207+720 206+344 LHS 3.5 Mahadevmandir T 44 207+285 206+398 LHS 3.5 Devthadi T 45 208+380 207+509 RHS 3.5 College T 46 208+560 207+677 RHS 3.5 Police Line Y 47 208+775 207+893 RHS 3.5 Police Line T 48 208+950 208+108 LHS 3.5 Bhilwara T 49 210+603 209+691 RHS 3.5 CC-Temple T 50 211+146 210+241 RHS 3.5 Farara Y 51 214+210 211+195 Cross 3.5 CC Plus



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52 216+180 213+328 Cross 3.5 Badarada Plus 53 216+328 215+304 RHS 5.0 Nandadi Y 54 216+400 215+450 LHS 5.0 Kothalira Y 55 216+500 215+607 LHS 5.0 Heli pad T 56 220+550 219+693 RHS 4.0 Nathdwara T 57 220+750 219+893 LHS 7.0 B.T. T 58 221+055 220+163 RHS 5.0 B.T. T 59 222+435 221+343 RHS 6.0 B.T. T 60 223+700 222+793 RHS 4.0 B.T. Y 61 229+280 228+290 LHS 3.5 B.T. T 62 230+667 229+690 RHS 3.5 B.T. T 63 231+690 230+710 RHS 3.5 B.T. T 64 233+085 232+135 Cross 3.5 GhodagadiRashvi Plus 65 236+800 235+820 LHS 3.5 B.T. T 66 237+467 236+510 RHS 3.5 Nagariya T 67 238+300 237+325 RHS 3.5 Nallaki T 68 In Bypass 247+569 Cross 3.5 B.T. Plus 69 Chirwaghat 251+465 RHS 7.0 B.T. T

10. Major Bridges

Sl. No. Chainage Span Width Proposed Remarks Existing Design

1 215.338 214.507 18x12.20 1x15.5 New 3 Lane (RHS)

Khari river only one side new & other side ex.bridge widening not required

2 219.130 218.268 12x20.00 1x15.5 New 3 Lane (RHS)

Banas river only one side new & other side ex.bridge widening not required

11. Minor Bridges:

Sl. No. Chainage Span Width Proposed Remarks Existing Design 1

Bypass

184.200 3x9.0 2x12 New 2 239.626 3x9.0 2x12 New 3 240.725 5x9.0 2x12 New 4 245.329 2X20.0 2x12 New 5 254.875 1x8x7 2x12 New 6 185.700 185.790 5x9.0 2x12 Reconstruction 7 193.750 192.945 2x5.3 2x12 Reconstruction 8 206.050 205.153 2x3.8 2x12 Reconstruction 9 193.750 192.945 2X5.3 2X10.2 At Service Road 10 194.310 193.538 2X5.1 2X10.2 At Service Road 11 200.435 199.489 3X5.75 2X10.2 At Service Road 12 206.050 205.153 2X3.8 2X10.2 At Service Road 13 178.500 178.451 2X3.5 2X12 Widening 14 180.035 180.048 3X6.9 2X12 Widening 15 182.530 182.533 3X5.93 2X12 Widening 16 188.990 188.229 1X6.8 2X12 Widening 17 189.330 188.591 3X5.8 2X12 Widening 18 194.310 192.945 2X5.1 2X12 Widening 19 200.435 199.489 3X5.75 2X12 Widening 20 207.150 206.285 5X3.5 2X12 Widening 21 235.965 235.008 2X5.7 2X12 Widening 12. Fly Overs:

Sl. No. Chainage Span Width Proposed Remarks Existing Design 1 193.000 to 94.000 192+819 2X20+1X40 2x15.5 New 2 194.400 to 95.200 194+196 2X20+1X40 2x15.5 New 3 205.000 to 06.200 204+653 11X40 2x15.5 New 4 208.900 to 210.200 208+690 2X20+1X40 1x15.5 New 13. Over Passes:

Sl. No. Chainage Span Width Proposed Remarks Existing Design 1 222.600 221.580 1X30 1x12 New 14. Cattle Underpasses:

Sl. No. Chainage Span Width Proposed Remarks Existing Design 1 Chirwa 252.640 1x8x7 22.5 New



15

2 Realignment 252.700 1x8x7 22.5 New 3 253.625 1x8x7 22.5 New 4 254.525 1x8x7 22.5 New 15. Vehicular Underpasses: Sl. No. Chainage Span Width Proposed Remarks

Existing Design 1 223.700 222+803 2X10 23.5 New 2 225.740 224.798 2X10 23.5 New 3 233.043 232.135 1X11 23.5 New 4 BYPASS 241.133 1X11 23.5 New 16. Tunnel:

Sl. No. Design Chainage Type Height Width Proposed Remarks From To

1 251.955 252.405 2 Cell 'D' 5.5 2 x 14.0 2 x 3 Lane

17. Box Culverts:

Sl. No. Chainage Span Width Proposed Remarks Existing Design 1 243.068 1*1.5*1.5 22.50 New 2 243.244 1*1.5*1.5 22.50 New 3 244.104 1*6.00*5.00 22.50 New 4 244.179 1*6.00*5.00 22.50 New 5 245.014 1*6.00*6.00 22.50 New 6 245.234 1*6.00*6.00 22.50 New 7 245.544 1*6*5 22.50 New 8 245.969 1*6*5 22.50 New 9 253.250 1*6*6 22.50 New 10 253.375 1*6*6 22.50 New 18. Slab Culverts:

Sl. No. Chainage Span Width Proposed Remarks Existing Design 1 177.600 177.600 1*3.00 23.5 Reconstruction 2 182.175 181.968 1*3.6 41.5 Reconstruction 3 183.465 183.464 1*2.2 23.5 Reconstruction 4 198.482 197.698 1*2.1 42 Reconstruction 5 204.225 203.364 2*1.2 42 Reconstruction 6 224.410 223.481 1*3 26 Reconstruction 7 224.550 223.598 1*3 26 Reconstruction 8 224.810 223.883 1*3 26 Reconstruction 9 236.300 235.351 1*1.2 26 Reconstruction 10 240.010 239.055 1*2.2 26 Reconstruction 11 252.014 248.631 2*2.00 23.5 Reconstruction 12 253.830 250.483 1*4.00 23.5 Reconstruction 13 253.985 250.685 1*4.00 23.5 Reconstruction 14 194.950 194.170 1*1.200 43 Reconstruction 15 199.700 198.751 1*1.200 42 Reconstruction 16 220.339 219.463 1*5.90 60 Reconstruction 17 223.400 222.488 1*2.00 41.5 Reconstruction 18 183.840 1*5.00 23.5 New 19 184.790 1*5.00 23.5 New 20 184.880 1*5.00 23.5 New 21 185.550 1*5.00 23.5 New 22 241.270 1*5.00 22.50 New 23 241.550 1*5.00 22.50 New 24 241.772 1*5.00 22.50 New 25 242.074 1*5.00 22.50 New 26 242.392 1*5.00 22.50 New 27 242.457 1*5.00 22.50 New 28 242.716 1*5.00 22.50 New 29 242.816 1*5.00 22.50 New 30 243.504 1*5.00 22.50 New 31 243.779 1*5.00 22.50 New 32 243.879 1*5.00 22.50 New 33 244.404 1*5.00 22.50 New



16

34 247.704 1*5.00 22.50 New 35 250.825 1*5.00 22.50 New 36 178.150 178.151 1*1.05 23.5 Widening 37 179.010 179.015 1*.85 23.5 Widening 38 179.465 179.463 1*0.9 23.5 Widening 39 180.425 180.411 1*1.2 23.5 Widening 40 180.880 180.851 1*1.05 23.5 Widening 41 181.210 181.201 1*1.6 23.5 Widening 42 181.350 181.279 1*1.77 23.5 Widening 43 181.800 181.781 1*2.25 41.5 Widening 44 182.378 182.179 1*3.00 23.5 Widening 45 182.725 182.716 1*1.78 23.5 Widening 46 183.658 183.648 1*1.45 23.5 Widening 47 187.420 186.659 1*4.8 23.5 Widening 48 187.930 187.165 1*1.6 70.35 Widening 49 189.227 188.467 1*2.7 23.5 Widening 50 191.765 190.981 1*2.7 26 Widening 51 192.310 191.534 1*1.65 23.5 Widening 52 195.550 194.703 1*1.2 42 Widening 53 196.860 196.093 1*2.00 42 Widening 54 197.225 196.448 1*1.05 42 Widening 55 197.415 196.635 1*1.8 42 Widening 56 197.650 196.783 1*2.00 42 Widening 57 198.196 197.413 1*2.1 42 Widening 58 200.070 199.123 1*1.00 42 Widening 59 200.274 199.296 1*2.00 42 Widening 60 200.750 199.941 1*2.00 42 Widening 61 201.060 200.231 1*2.00 42 Widening 62 201.250 200.389 1*2.1 42 Widening 63 201.500 200.648 1*2.1 42 Widening 64 201.580 200.719 1*2.1 42 Widening 65 201.700 200.852 1*1.2 42 Widening 66 202.675 201.873 1*2.00 42 Widening 67 202.925 202.119 1*2.10 42 Widening 68 203.655 202.808 1*2.1 42 Widening 69 203.925 203.083 1*4.6 42 Widening 70 205.675 204.803 1*1.00 42 Widening 71 206.625 205.755 1*1.200 42 Widening 72 207.505 206.641 2*2.80 23.5 Widening 73 207.760 206.903 2*2.80 23.5 Widening 74 208.662 207.792 2*2.50 23.5 Widening 75 210.450 209.548 1*2.10 23.5 Widening 76 211.080 210.186 1*4.100 23.5 Widening 77 211.503 210.613 1*4.250 23.5 Widening 78 211.720 210.850 1*2.10 23.5 Widening 79 212.199 211.332 1*2.00 23.5 Widening 80 212.520 211.648 1*2.100 23.5 Widening 81 212.750 211.845 1*2.100 23.5 Widening 82 212.850 211.981 1*2.100 23.5 Widening 83 213.450 212.558 1*2.100 23.5 Widening 84 213.510 212.642 1*1.15 23.5 Widening 85 214.526 213.643 1*2.100 23.5 Widening 86 214.751 213.876 1*1.960 23.5 Widening 87 216.020 215.153 1*2.100 23.5 Widening 88 216.900 216.022 1*3.100 23.5 Widening 89 217.005 216.131 1*4.100 23.5 Widening 90 217.196 216.314 1*1.650

0 23.5 Widening 91 217.405 216.528 1*1.00 23.5 Widening 92 217.490 216.610 1*2.100 23.5 Widening 93 217.495 216.616 1*1.00 23.5 Widening 94 218.200 217.332 1*1.65 23.5 Widening 95 218.450 217.585 1*1.00 23.5 Widening 96 218.550 217.685 1*1.00 23.5 Widening



17

97 218.700 217.835 1*1.50 23.5 Widening 98 218.900 218.034 1*1.800 23.5 Widening 99 219.910 219.033 1*3.0 22 Widening 100 220.850 219.981 1*3.60 41 Widening 101 221.050 220.125 1*1.200 41 Widening 102 221.850 220.958 1*2.00 21.5 Widening 103 222.890 221.976 1*1.95 41.5 Widening 104 223.100 222.186 1*1.2 23 Widening 105 225.100 224.140 1*2.30 23.5 Widening 106 225.200 224.243 1*1.00 23.5 Widening 107 225.330 224.403 1*4.20 46 Widening 108 226.650 225.696 1*2.2 23.5 Widening 109 227.530 226.560 1*1.200 23.5 Widening 110 235.300 234.327 1*0.90 26 Widening 111 239.400 238.376 1*1.50 49 Widening 112 251.670 248.244 2*2.05 23.5 Widening 113 252.350 248.970 2*2.75 23.5 Widening 114 252.550 249.176 1*1.55 23.5 Widening 115 253.635 250.275 1*1.500 23.5 Widening 116 259.250 255.356 1*0.90 23.5 Widening 117 259.700 255.839 1*1.00 23.5 Widening 118 260.020 256.191 1*3.80 23.5 Widening 19. Hume Pipe Culverts:

Sl. No. Chainage Span Width Proposed Remarks Existing Design 1 177.350 177.350 2*1.2 23.5 Reconstruction 2 180.910 180.901 1*1.2 23.5 Reconstruction 3 188.232 187.470 3*1.2 35.57 Reconstruction 4 194.64 193.856 1*1.2 42 Reconstruction 5 197.98 197.198 1*1.2 42 Reconstruction 6 199.125 198.342 1*1.2 42 Reconstruction 7 202.35 201.540 1*1.2 42 Reconstruction 8 205.865 205.002 1*1.2 42 Reconstruction 9 206.000 205.127 1*1.2 42 Reconstruction 10 206.67 205.801 1*1.2 42 Reconstruction 11 206.93 206.065 1*1.2 23 Reconstruction 12 208.160 207.297 1*1.2 23 Reconstruction 13 208.880 208.011 1*1.2 42 Reconstruction 14 210.220 209.325 1*1.2 23.5 Reconstruction 15 210.750 209.885 1*1.2 23.5 Reconstruction 16 211.490 210.601 1*1.2 23.5 Reconstruction 17 211.800 210.899 1*1.2 23.5 Reconstruction 18 214.300 213.423 1*1.2 23.5 Reconstruction 19 214.970 214.090 1*1.2 23.5 Reconstruction 20 231.500 230.525 1*1.2 26 Reconstruction 21 234.775 233.826 1*1.2 26 Reconstruction 22 237.950 237.005 1*0.9 26 Reconstruction 23 194.800 194.020 1*1.2 43 Reconstruction 24 206.600 205.732 1*1.2 42 Reconstruction 25 213.990 213.117 1*1.2 23.5 Reconstruction 26 240.195 2*1.2 22.50 New 27 241.020 3*1.2 22.50 New 28 244.629 2*1.2 22.50 New 29 247.829 2*1.2 22.50 New 30 252.805 2*1.2 22.50 New 31 253.750 2*1.2 22.50 New 32 253.800 2*1.2 22.50 New 33 253.875 2*1.2 22.50 New 34 254.025 2*1.2 22.50 New 35 254.700 2*1.2 22.5 New 36 178.830 178.829 1*0.90 23.5 Widening 37 183.365 183.359 3*1.2 23.5 Widening 38 187.100 186.358 2*1.2 23.5 Widening 39 189.050 188.343 1*0.90 23.5 Widening



18

40 206.815 205.954 2*0.90 42 Widening 41 208.340 207.475 1*0.90 23.5 Widening 42 224.040 223.137 1*0.90 23.5 Widening 43 224.980 224.048 1*0.90 26 Widening 44 225.750 224.759 2*0.90 23.5 Widening 45 225.970 225.033 1*0.90 23.5 Widening 46 226.250 225.272 1*0.90 23.5 Widening 47 227.100 226.177 1*0.90 23.5 Widening 48 227.350 226.386 1*0.90 23.5 Widening 49 227.750 226.776 1*0.90 23.5 Widening 50 228.070 227.125 1*1.2 23.5 Widening 51 228.350 227.416 2*1.2 23.5 Widening 52 228.550 227.604 1*1.2 23.5 Widening 53 228.850 227.894 2*1.2 23.5 Widening 54 229.125 228.185 1*1.2 23.5 Widening 55 229.300 228.322 1*1.2 23.5 Widening 56 229.650 228.670 1*1.2 23.5 Widening 57 229.890 228.824 1*1.2 23.5 Widening 58 230.010 229.061 1*0.90 23.5 Widening 59 230.400 229.428 2*0.90 26 Widening 60 230.550 229.578 1*0.90 26 Widening 61 230.600 229.628 1*0.90 26 Widening 62 230.950 230.015 1*0.90 26 Widening 63 231.350 230.380 1*0.90 26 Widening 64 232.190 231.249 2*0.90 26 Widening 65 232.300 231.332 2*0.90 26 Widening 66 232.400 231.420 1*0.90 26 Widening 67 232.650 231.565 1*0.90 26 Widening 68 232.800 231.835 1*0.90 41.5 Widening 69 232.900 231.921 1*0.90 41.5 Widening 70 233.140 232.188 2*0.90 41.5 Widening 71 233.250 232.278 1*0.90 41.5 Widening 72 233.550 232.587 4*0.90 41.5 Widening 73 233.700 232.746 1*0.90 41.5 Widening 74 233.850 232.901 1*0.90 26 Widening 75 234.200 233.246 2*0.90 26 Widening 76 234.375 233.401 1*0.90 26 Widening 77 234.650 233.657 2*0.90 26 Widening 78 234.950 234.000 1*0.90 26 Widening 79 235.750 234.779 2*0.90 26 Widening 80 236.650 235.686 1*0.90 26 Widening 81 236.850 235.893 1*0.90 26 Widening 82 237.100 236.150 1*0.90 26 Widening 83 237.250 236.326 1*0.90 26 Widening 84 237.365 236.423 1*0.90 26 Widening 85 237.550 236.580 2*0.90 26 Widening 86 237.650 236.668 1*0.90 26 Widening 87 238.090 237.118 1*0.90 26 Widening 88 238.300 237.339 2*0.90 26 Widening 89 238.550 237.569 1*0.90 26 Widening 90 238.680 237.700 2*0.90 26 Widening 91 238.780 237.823 1*0.90 26 Widening 92 239.500 238.519 2*.900 26 Widening 93 239.650 238.634 1*0.90 26 Widening 94 239.750 238.775 1*0.90 26 Widening 95 239.900 238.938 1*0.90 26 Widening 96 251.870 248.446 2*1.2 23.5 Widening 97 252.500 249.112 2*1.2 23.5 Widening 98 253.115 249.765 1*1.200 23.5 Widening 99 253.307 249.959 1*0.90 23.5 Widening 100 201.880 201.077 3*0.90 42 Widening 101 202.200 201.397 3*0.90 42 Widening 102 203.500 202.714 1*0.90 42 Widening 103 221.400 220.512 1*1.200 39.5 Widening



19

1.7 Mile Stones:

1.8 Organization Set-up

Authority In terms of Concession Agreement, National Highways Authority of India is working as Authority. Project Implementation Unit at Udaipur, Rajasthan is headed by Project Director followed by Manager (Technical) and other Administrative Staff.

Independent Engineer Independent Engineer took charge of duty on 27th December 2012. The team at site is headed by the Team Leader and comprises of Key Personnel (Professional), Sub Professional Staff and Support Staff. Most of the site personnel have been mobilized.

Concessionaire The Organization of Concessionaire is represented by its Chief Project Manager. The position is responsible to ensure that the construction works executed by EPC Contractor are done in accordance with the appropriate procedures and provisions of the various codes and also provides information to IE/Client as and when necessary.

MILE

STONE I

On the date falling on 180th Day from the Appointed Date. Prior to the occurrence of Project Mile Stone I, the Concessionaire shall have expended not less than 10% of the total capital cost set forth in the Financial Package.

MILE STONE I -

14th October 2013

MILE STONE II -

22nd May 2014

On the date falling on 400th Day from the Appointed Date. Prior to the occurrence of Project Mile Stone II, the Concessionaire shall have expended not less than 35% of the total capital cost set forth in the Financial Package.

On the date falling on 650th Day from the Appointed Date. Prior to the occurrence of Project Mile Stone III, the Concessionaire shall have expended not less than 70% of the total capital cost set forth in the Financial Package.

The Scheduled Four Laning Date shall occur on the 910th Day from the Appointed Date. On or before the Scheduled Four Laning Date, the Concessionaire shall have completed the Four Laning in accordance with this Agreement.

MILE STONE III -27th January 2015

SCHEDULED FOUR LANINIG DATE - 14th October 2015

Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8

20

Team Leader Mr. M.C.Jacob

Bridge/Structural Engineer

Mr. S. P. Singh

Assist. Br. Engg. Mr. Bhushan

Garg

Financial Expert Mr. Badrinath

Sr. Quality cum Material Exper

TBN

AQME Mr. Sunil Kumar

AQME Mr. Rajendra Kumar Garg

Resident cum Highway Engineer Mr. Rajan Kumar

Assist. H. E. Mr. Sushil Kr. Singh

Assist. H. E. Mr. Ranjit Kumar

Survey Engineer Mr. Lakshmi

Nayaraya Prasad

Legal Expert Mr. A.K. Srivastava

Tunnel Expert Rajiv Gupta

Environmental Engineer

Dr. Brundaban Mishra

Assist. Br. Engg. Mr. Rakesh

Kumar Verma Road Safety Expert Mr. Biju Muthu

HTMS/Toll Expert Mr. Gururaja K. Rao

Sr. Pavement Specialist Mr. Gulam Mostafa

Highway Design Engineer

Mr. N.Srinivas Rao

Electrical Engineer TBN

Sr. Bridge Design Engineer

Mr. Ashok Kumar

Guard Mr. Rajendra

Guard Mr. Karan Singh

Office Boy TBN

Traffic & Transportation Expert

Mr. P.S.P. Reddy

Steno Mr. Shishir Kewani

Accountant TBN

Cashier Mr. Rajesh Kothari

Office Manager Mr. Dayanidhi Sharma

Survey Engineer Mr. Sanjay Kr. Pandey (MM completed as per

Agreement)

Horticulture cum Landscaping Expert

TBN

Computer Operator Mr. Ravi Lunj

Photocopy Machine Operator

Mr. Vijay Singh

CAD Expert (MM completed as per

Agreement)

Quantity Surveyor Mr. Krishan Mohan


21

Sl.No. Designation Name Join Date

Key Personnel (Professional Staff) :

1 Team Leader Mr. M. C. Jacob 27/12/2012

2 Sr. Bridge Design Engineer Mr. Ashok Kumar 06/02/2013

3 Traffic & Transportation Expert Mr. P.S.P.Reddy 06/08/2013

4 Senior Pavement Specialist Mr. Gulam Mostafa -

5 Senior Quality cum Material Expert TBN -

6 Financial Expert Mr. Badrinath -

7 Legal Expert Mr. A.K.Srivastava -

8 Road Safety Expert Mr. Biju Muthu 31/07/2013

9 Resident cum Highway Engineer Mr. Rajan Kumar 17/01/2013

10 Bridge/Structural Engineer Mr. S. P. Singh 18/01/2013

11 Highway Design Engineer Mr. N. Srinivas Rao 03/04/2013

Sub-Professional Staff:

12 Survey Engineer Mr. Lakshmi Narayan Prasad 20/02/2013

13 Survey Engineer Mr. Sanjay Kumar Pandey MM Completed as per Agreement

14 Assistant Highway Engineer Mr. Sushil Kumar Singh 24/01/2013

15 Assistant Highway Engineer Mr. Ranjit Kumar 05/02/2013

16 CAD Expert Mr. Tejveer Singh Jhala MM Completed as per Agreement

17 Environmental Engineer Dr. Brundaban Mishra 11/02/2014

18 Assistant Bridge Engineer Mr. Bhushan Garg 16/06/2014

19 Assistant Bridge Engineer Mr. Rakesh Kumar Verma 20/02/2013

20 Assistant Quality cum Material Engineer Mr. Sunil Kumar 24/01/2013

21 Assistant Quality cum Material Engineer Mr. Rajendra Kumar Garg 24/01/2013

22 Electrical Engineer TBN -

23 Horticulture cum Landscaping Expert TBN -

24 Quantity Surveyor Mr. M. V. Krishna Mohan 06/11/2014

25 Tunnel Expert Mr. Rajiv Gupta 07/12/2013

26 HTMS/Toll Expert Mr. Gururaja K. Rao 10/04/2014

Support Staff :

27 Office Manager Mr. Dayanidhi Sharma 16/01/2013

28 Accountant TBN -

29 Cashier Mr. Rajesh Kothari 24/06/2013

30 Steno Mr. Shishir Kewani 12/11/2014

31 Computer Operator Mr. Ravi Lunj 26/04/2013

32 Photocopy Machine Operator Mr. Vijay Singh Dulawat 07/02/2013

33 Office Boy TBN -

34 Guard Mr. Karan Singh 01/12/2014

35 Guard Mr. Rajendra 01/12/2014


22

2 IE’s INSPECTION REPORT


23

2.1 IE’s MONTHLY SITE INSPECTION REPORT:

Date of Inspection 01.01.2015

Attendees Name Designation

CLIENT Mr. Anupam Gupta Project Director

INDEPENDENT ENGINEER Mr. Rajan Kumar Resident Engineer

Mr. S. P. Singh Bridge Engineer

CONCESSIONAIRE Mr. R. P. Singh PM – Section 2

Description IE Remarks

1-Overview of the Status

The cumulative Financial progress and Physical progress is 61.53 % and 62.72% respectively as on 31 December 2014, as reported by the Concessionaire. The overall progress of work seems to have slowed down slightly in this reporting month. Approximately 51.50 Km of four laning up to DBM level has been completed. 623 days have elapsed and 287 days are left for Schedule Four-Laning Date. Since only 27 days are remained to achieve IIIrd Mile Stone due on 27/01/2015, Concessionaire is advised to work diligently with proper planning.

Meanwhile, Concessionaire vide their letter nos. SUTPL/UDR-NH-8/NHAI/13/1060 dated 21.10.13 and SUTPL/NHAI/FY14-15/00015 dated 17.07.2014 has notified to the Client, the achievement of Milestone I and Milestone II respectively.

Concessionaire earlier had submitted a Construction Programme on 09/03/2014 vide their letter no. SUTPL/UDR-NH-8/IE/14/1600. IE is unable to monitor the Progress of work based on this Programme and asked Concessionaire to modify and resubmit after incorporating comments offered by IE. Concessionaire is yet to comply.

After receiving Final Forest Clearance from the MoEF on 10.10.2013, tree cutting in both the sections is completed.

Statutory Environmental Clearance was obtained from the Ministry of Environment and Forests, New Delhi vide Letter No: 10-108/2011-IA-III dated 21.03.2013. Concessionaires to comply all the conditions set in the ‘Environmental Clearance’ Certificate issued by MOEF vide Letter No.10-108/2011-IA-III dated 21.03.2013. Concessionaire is supposed to work in accordance with the Environmental Management Plan. The Concessionaire should set-up a cell/section with trained Personnel to take up the responsibility for close monitoring of environmental management plan.

During this reporting month maintenance and repair work has been carried out at most of the locations of existing road in the Mohanpura-Eklingji-Delwara-Majera Section. Further, Concessionaire to take up the maintenance works in Chirwa Ghat Section and other locations where /cracks and potholes are started developing. Concessionaire shall complete the Maintenance work on the entire stretch without any further delay to keep the existing road in traffic worthy condition. Concessionaire shall also maintain the Service Roads and diversion in traffic worthy condition including proper safety measures.

During this reporting month, progress is slow for shifting of utilities like Electrical and Water Pipe Lines. Concessionaire shall take necessary measures to speed up these activities. However, the average overall progress of Electrical and Water Pipeline Shifting as on 31 December 2014 is approx. 75.30% and 62.70% respectively as reported by the Concessionaire.

Work on stabilization of Open Cut Slope by Rock Bolting, Shotcreting and Tunnelling @ Nathdwara end of proposed Tunnel is going on and progressing. Activities at Udaipur end is progressing but slow. Concessionaire to take necessary steps to speed up the work.

IE’s Road Safety Expert during his visit from 17.11.2014 to 22.11.14, reviewed the issues pertaining


24

to Road Safety and submitted his Road Safety Report No. 3 to NHAI vide letter no. AA/UDR/NH-8/NHAI/14/1418 dated. 26.11.14. Concessionaire to comply promptly, all the observations/remarks provided by IE’s Safety Expert.

However, despite no. of reminders only few Cautionary/Warning and Mandatory/Regulatory sign boards are found installed in the entire stretch which is not sufficient enough for the safety of road users. Concessionaire needs to install immediately sufficient nos. of such sign boards at appropriate locations in accordance with the IRC: SP: 55, IRC: 67: 2012. Also, the Concessionaire has been repeatedly asked to improve the safety at work locations as per the relevant codes.

The overall progress of the work is still affected in some isolated locations mostly due to issues related to land acquisition, removal of encroachments, shifting of structures and utilities etc. Concessionaire to take this seriously and try to resolve these issues with the help of Client at the earliest.

The entire Project Road length is divided into two sections by Concessionaire for the smooth working and better control over day to day activities. Section 2 comprises from Km. 177+000 to Km. 219+000 and Section 1 from Km. 219+000 to Km. 260+100.

The status of Concessionaire’s Establishment and Major Plants is almost same as of the previous month. The detail of Concessionaire’s Establishment and Major Plants is given below.

A. Camp with Facilities: Concessionaire has established two main camps with other facilities like Mess, Store, Mechanical Workshop, etc. at the following locations.

1. Main Camp 1 @ Km. 236+000 (LHS) at Negadiya Village. 2. Main Camp 2@ Km. 188+000 (LHS) at Mandwada Village.

B. Laboratory: 4 Nos. Laboratories for testing of material are established one each at the following location.

1 Km. 188+100 (LHS), Mandwada Camp 2 2 Km. 206+000 (LHS) Rajsamand 3 Km. 216+000 (LHS), Gunjol, and 4 Km. 236+100 (LHS), Negadiya Camp 1

Laboratories are well equipped and all the required tests are performed there.

C. Crusher Plant: 2 Nos. Crusher Plants have been established one each at the following location.

1 Km. 236+000 (RHS) in Negadiya Village. 2 Km. 188+000 (RHS) in Bania Tukda Village.

D. Mobile GSB Crusher Plant: 4 Nos. Mobile GSB Crusher Plants have been established one each at the following location.

1. Km. 196+200 (LHS 500mt. inside) 2. Km 241+400 (RHS) 3. Km 246.000 (RHS) 4. Km 251+800 (RHS)

E WMM Plant: 2 Nos. WMM Plants have been established one each at the following location.

1 Km. 188+000 (LHS) at Mandwada Camp 2. 2 Km. 238+000 (RHS) at Negadiya Crusher.

F. Hot Mix Plant: 2 Nos. Hot Mix Plants have been established one each at the following location.

1. Km. 188+100 (LHS), Mandwada Camp 2 2. Km. 236+100 (LHS), Negadiya Camp 1


25

G. Concrete Batching Plant: Total 5 Nos. Concrete Batching Plants have been established one each at the following locations.

1. Km. 188+100 (LHS), Mandwada Camp 2 2. Km. 206+000 (LHS), Rajsamand 3. Km. 216+000 (LHS), Gunjol 4. Km. 236+100 (LHS), Negadiya Camp 1, and 5. Km. 250+200 (RHS), Chirwa

All the above Plants are duly calibrated and operational.

Also, Concessionaire has established and commissioned a unit of M/s Katariya Hume Pipe Factory, Gujarat (Siddhi Vinayak Pipe), with all required testing facilities @ Km. 213+340, RHS to meet the project requirement of NP4 pipes of different diameters. For its each lot of production, the Concessionaire is conducting all necessary tests as per specifications in the presence of IE/NHAI representatives besides the tests for monitoring their internal quality control.

Till date Concessionaire has mobilized 2 Crushers, 2 Hot Mix Plants, 2 WMM Plants, 5 Concrete Batching Plants & 5 Mobile Crusher Plants for GSB, 1 Hume Pipe Factory. However, Concessionaire shall mobilize & maintain adequate no. of Plant & Machinery to meet the project requirement.

Resources available with Concessionaire

Section Km. Description of Work

Man power Technical

Machinery, Plant & Equipment

Camp with Lab Facilities Remarks

Section-1

219+000 to

260.100

All related works for highways/ structures

Chief Project Manager, GM (QA & QC), Senior Project Manager, Project Manager, Dy. Project Manager, Highway Engineer, Structure Engineer, Material Manager and other supporting man power are deployed.

Crusher-02, Concrete Batching Plants-05, Hot Mix Plant-02, Mobile GSB Plant-04 & WMM Plant-02. Similarly Tippers, Rollers, Graders, Excavators, Water Tankers and all other related machineries are mobilized by the Concessionaire.

Established at km 236+100 (LHS), Negadiya & at km 216+000, (LHS) Gunjol.

Section-

2

177+000 to

219+000

Established at km 188+100 (LHS), Mandwada & at

km 206+000 (LHS)

Rajsamand.

Observations/Remarks by PD, NHAI/IE during Inspection on 01.01.2015: Visit starts from Gomati End (Ch. 177+000) and the following remarks/deficiencies/defects were offered / noted.

• PD discussed about the status of LA, removal of encroachments and shifting of utilities. Asked IE and Concessionaire to show him all such locations were work cannot be taken up. All such locations were shown to PD. It was instructed by PD to Concessionaire to speed up utility shifting and start work at the earliest.

• Sub standard qualities of stone boulders were observed at Ch. 183+780 where stone masonry for side drain was going on. Concessionaire was instructed to remove such material and was asked to ensure only good quality stones in future. IE was further instructed to monitor quality as well as finishing of the stone masonry.

• Fine cracks in DBM Surface from Ch. 178+600 to Ch. 178+650 (LHS) & Ch. 182+470 to Ch. 182+480 (LHS) carriageway was observed. A NCR no. 073 dtd 07.01.15 was issued vide IE’s letter no. AA/UDR/NH-8/SUTPL/15/1524 dtd 16.01.15 for the removal of defective portion and relaying as per the specification in presence of IE.

• PD instructed Concessionaire to ensure provision of Toilet Block in Toll Plaza for public convenience and instructed IE to monitor.


26

• Location of median opening at Ch.190+300 as demanded by the villagers of Bavan Tukda having VIP reference was shown to PD. IE informed that comments were already offered to NHAI.

• For 2.0 m median, there is no provision of waiting lane provided in the median opening drawing. PD showed his concern over this.

• PD visited Khari Major Bridge and enquired about the process of fixing expansion joints and laying of asphaltoseal. IE explained him the procedure and process involved in both the activities.

• PD also enquired about the design and principles of RERW and asked IE to explain in detail to him in his office.

• At Ch. 223+521, PD visited the site to check the location where 600 mm dia old utility pipes were laid. He also asked IE to show the location of the new 600 mm dia pipes laid recently. Both the locations were shown to him.

• Potholes at Delwara Junction in the existing road were observed. PD asked IE to instruct Concessionaire to rectify it at the earliest. PD also showed his displeasure over poor maintenance of the existing road between Eklingji and Jhalo ka Guda and in the Chirwa Ghat Section.

• Visited Tunnel site and observed the ongoing activities.

• 184+200 Minor bridge:- Work was under progress of return wall A2 end at both side discussed for spacing and weep hole location and observed that it is inorder. Advised IE to take proper attention over it.

• 187+160 Slab culvert (RHS):- Work was under progress for cap A1 and A2 discussed regarding the cap work.

• 187+239 Toll Plaza LHS:- Work was under progress discussed about the facilities and advised to Concessionaire to provide Toilet block for the passengers.

• 236+100 Negadia camp:- Physical inspection for Elastomeric and POT cum PTFE bearing.

General/Other Observations:

• Concessionaire to ensure minimum 1.0 m effective depth of the side drain in the cut section.

• Concessionaire to improve the line, level and overall finishing of the concrete kerb laid in the shoulder side.

• Oversized material is observed in the backfilling of RERW approach from Ch. 231+820 to Ch. 231+890. Concessionaire to avoid dumping of oversized material directly over the bed and shall ensure complete removal of those materials before grading and rolling.

• Concessionaire to ensure application of Asphaltoseal in strict compliance with the Methodology and Manufacturer’s guidelines.

• Jerks during travelling are still felt on DBM along the highway. Concessionaire to take necessary action to rectify before taking up the BC laying.

• Material placed for the purpose of launching of Girder for minor Br. @ Ch. 184+192 shall be removed at the earliest and laid in specified layers in strict compliance with the specification.

• Concessionaire is advised to incorporate only good quality stones conforming to specifications masonry for the side drain. Workmanship, curing, line and level shall also be maintained as per the requirement.


27

• Oversized material are still observed on the side slope of the embankment in some section – 1 & 2. Concessionaire to inspect, identify those locations and get it removed at the earliest.

• Small longitudinal gaps are observed between DBM layer and Median Kerb 188+(400-450) and 190+(000+100) in LHS and between km 195 to km 196 in LHS. Concessionaire to identify similar locations and submit 178+(400-450) a proposal to fill this gap.

• Water logging and continuous seepage of underground water is still observed @ Ch. 194+200 on both the sides. Concessionaire to ensure dewatering and provide proper treatment before taking up any activity is this affected location to avoid any damage to project highway and / or structures in future.

• GSB stock piles shall be mixed properly before loading and transporting to the laying site.

• Curing of Median Kerb, NJB and longitudinal side drains is not proper and has to be improved / carried out to achieve the strength specified.

• Stone pitching done in median portions shall be properly packed and joints filled with concrete.

• Cracks and pot holes are still present in Chirwa Ghat Section of existing road. Concessionaire to take up maintenance work as early as possible.

• Ch. 224+403 (BHS) Box Culvert - Defects in work has been observed and communicated to Concessionaire.

Structure

• Safety measure at site shall be improved. • Practice of writing date of concreting on structures. • Concessionaire is advised to submit GFC drawings for which consent has been given to

avoid confusion in carry out the work at site. • Progress report of NJB shall be incorporated in MPR.

A. The Physical Progress (4 Lane) of Highway work is given below:

Progress of work:

1. Clearing & Grubbing: During this month no progress is observed in C&G. The up to date linear progress of C&G remains approximately 78.65 Km out of total 79.310 Km as reported by the Concessionaire.

2. Embankment Top Construction: Embankment top layer construction during this month is completed in approximately 1.55 Km out of 75.75 Km of the total project length. The up to date linear progress is reported as approximately 70.10 Km by the Concessionaire.

3. Sub-grade Top Construction: Sub grade top layer construction during this reporting month is completed approximately in 0.75 Km out of 75.75 Km of the total project length. The up to date linear progress in this case is 65.00 Km as claimed by the Concessionaire.

4. GSB: GSB layer construction during this reporting month is completed approximately in 2.85 Km out of 75.75 Km of the total project length. The up to date linear progress in this case is 61.50 Km as claimed by the Concessionaire.

5. WMM 1st: WMM 1st layer construction during this reporting month is completed approximately in 1.85 Km out of 75.75 Km of the total project length. The up to date linear progress in this case is 60.00 Km as claimed by the Concessionaire.

6. WMM 2nd: WMM 2nd layer construction during this reporting month is completed approximately in 2.35 Km out of 75.75 Km of the total project length. The up to date linear progress in this case is 58.60 Km as claimed by the Concessionaire.


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7. Kerb: Kerb laying construction during this reporting month is completed approximately in 3.70 Km out of 79.319 Km of the total project length. The up to date linear progress in this case is 50.20Km as claimed by the Concessionaire.

8. DBM: DBM layer construction during this reporting month is completed approximately in 2.65 Km out of 75.75 Km of the total project length. The up to date linear progress in this case is 51.50 Km as claimed by the Concessionaire.

9. Drain: Drain construction during this reporting month is completed approximately in 6.30 Km out of 35.007 Km of the total project length. The up to date linear progress in this case is 29.15 Km as claimed by the Concessionaire.

B. The Physical Progress of Structural work is given below:

1. Major Bridges:

(i) Major Bridge 01 on Khari River @ Dsg. Ch. 214+507: 78 out of 78 nos. of working piles, 10 Out of 10 pile cap completed and 8 out of 8 pier cap completed. 45 Out of 45 nos. PSC Girder casted, 45 Out of 45 Girders erected and 9/9 Deck Slab completed. Crash Barrier is completed.

(ii) Major Bridge 02 on Banas River @ Dsg. Ch. 218+268: 13 out of 13 nos. (A1 to P11) of foundations completed. 13 out of 13 nos. Pier & Abut. Caps completed and 11/11 Piers & 60/60 nos. of RCC I girder casted and 60/60 Girders erected, 12/12 Deck Slab completed.

2. Elevated Flyover:

(i) Elevated Flyover 01 @ Dsg. Ch. 219+775 to 220+179: Test pile and Initial pile load test has been completed at Elevated Flyover -1 and 154/154 piles completed, 20/20 Pile cap completed, 140 Out of 140 nos. RCC I Girders casted and 133/140 girders erected. 16/20 Deck Slab casted.

(ii) Elevated Flyover 02 @ Dsg. Ch. 220+179 to 221+029: Test pile and Initial pile load test has been done at Elevated Flyover -2. P1 to P4 RHS 55/74 Foundations and 41/62 pier cap completed and 45 nos. piers completed. 107/120 Pile casted, 62/126 Girders erected. 22/72 nos. Deck Slab completed

3. Overpasses:

(i) Work not started.

4. Tunnel:

Total Progress of Heading in RHS Tunnel in December month is 62.5m and Total Progress of Heading in LHS Tunnel in December month is 45.1m, RHS tunnel benching done in RHS side and progress is 37m, LHS benching so far has been done 26 m approx 6m width in LHS side. 1202 Nos. of Rock bolts installed and 490 m3 SFRS done. Tunnel Portal work at Udaipur end is in progress. RHS Tunnel heading complete on 20.12.14.

5. Flyovers:

(i) Flyover @ Dsg Ch. 192+826 – 8/8 foundation completed and pier & 3/8 Pier / abutment. Cap completed, pier and abutment lift in progress. 20 nos. RCC Girder casted.

(ii) Flyover @ Dsg Ch. 194+196 – 3/8 foundation completed. Pier and abutment lift in progress, 14 nos. RCC I Girder casted.


29

(iii) Flyover @ Dsg Ch. 204+653 – 32/32 foundation, 32/32 Abutment / pier cap Completed. 150/150 Nos. PSC I Girder casted and 141/150 girders erected & 29/30 Deck slab completed.

(iv) Flyover @ Dsg Ch. 208+966 – 4/4 - Foundation completed and 4 /4 pier & abutment cap completed and 9 Nos. Girder casted.

6. Minor Bridges:

(i) Minor Bridge @ 178+451- BHS Slab completed. R/W in progress.

(ii) Minor Bridge @ 180+035 - BHS Slab completed, Miscellaneous work in progress

(iii) Minor Bridge @ 182+530 - LHS Slab completed & R/W in progress RHS Pier cap completed.

(iv) Minor Bridge @ 184+200 –A1 & A2 RHS & LHS – Abt. Cap completed and 8/8 PSC girders casted. 8/8 Girder erected. RHS deck slab completed.

(v) Minor Bridge @ 185+585 – 8/8 foundation completed, 24/24 girders casted & 12/24 girder erected. 3/6 Deck slab completed.

(vi) Minor Bridge @ 188+229 - Completed.

(vii) Minor Bridge @ 188+585 - Completed.

(viii) Minor Bridge @ 192+945 - BHS Service road portion completed up to slab.

(ix) Minor Bridge @ 193+535 - LHS Raft completed wall lift in progress.

(x) Minor Bridge @ 199+488 - BHS- Slab completed & SR balance.

(xi) Minor Bridge @ 205+152 - BHS-SR Slab completed & MCW BHS wall in progress.

(xii) Minor Bridge @ 206+285 - LHS-5/5-Slab completed R/W in progress.

(xiii) Minor Bridge @ 235+008- Completed.

(xiv) Minor Bridge @ Ch. 239+626 – RHS Slab Completed and LHS substructure in progress.

(xv) Minor Bridge @ Ch. 240+725 – All 12/12 foundation completed, All pier and abutment wall lift completed. 10/10 Deck Slab completed.

(xvi) Minor Bridge @ Ch. 245+305 - 3/4 Raft completed.

(xvii) Minor Bridge @ Ch. 254+875 - PCC completed Raft in progress.

7. Cattle Underpasses:

(i) CUP @ Dgn Chainage 252+700: BHS Slab completed and misc. work in progress. (ii) CUP @ Dgn Chainage 252+762: BHS Slab completed & misc. work in progress. (iii) CUP @ Dgn Chainage 253+625: Completed. (iv) CUP @ Dgn Chainage 254+525: Completed.

8. Vehicular Underpasses:

(i) VUP @ Dgn Chainage 241+133: Completed, RE wall erection in progress (ii) VUP @ Dgn Chainage 223+032: Completed, RE wall erection in progress (iii) VUP @ Dgn Chainage 232+135: Completed, RE wall erection in progress. (iv) VUP @ Dgn Chainage 224+798: LHS Foundation completed. Wall lift in progress

9. Culverts:

(i) Box Culverts & Slab Culverts: 96 nos. are completed and 07 nos. are in progress Total 106 nos. are to be constructed.


30

(ii) Hume Pipe Culverts: 117 nos. completed and 05 nos. work in progress. Total 127 nos. are to be constructed.

10. Toll Plaza:

It is proposed to locate the Toll Plaza at Dsg. Ch. 187+244 and another at Dsg. Ch. 238+170, DLC work in progress and Administrative building foundation of canopy in progress.

3-Quality

IE’s team/representatives have been checking/monitoring the day to day works of various components executed at site as per the responsibility of IE according to CA (Schedule Q). As per IE’s observations, there are several areas where improvement in quality is needed. IE has been expressing its concern over violation of approved QAP and deviations from contract/specification requirements at numerous instances time and again.

Following tests in accordance with Schedule Q, Clause 5.6 & 5.7, were witnessed in field / laboratory during the month. They are done on random sample basis.

1. Compressive strength of cubes of various grades of concrete for structural work is being done.

2. Proctor, Atterberg Limit, Grain Size Analysis, FSI, CBR, Field density test on Embankment, Sub grade material.

3. All quality control tests such as Gradation, LL, PL, AIV, Combined FI & EI and Field Density tests are been done for WMM material collected from WMM Plant.

4. All frequency tests like Gradation, PI, are done regularly for crushed GSB material which is randomly sampled from site.

5. All quality control tests such as Hot Bin Gradation, Marshal Stability and flow, Gmm test, AIV, Combined FI & EI and Core Density tests are been done as per required frequency for DBM mix.

6. Joint site sampling of Construction water of all Batching Plant locations Bore well has been done for testing @ third Party Lab Starwire.

7. Normal consistency, initial & final setting times, fineness of cement tests have been conducted during the month on OPC-53 Grade Cement (Birla Samrat, Ultratech and JK lakshmi).

8. Calibration of Concrete Batching Plant @ 250+250 RHS, Hot mix Plant @ Ch. 236+600 LHS & WMM Plant @ Ch. 188+000 LHS has been done during the month.

9. Field Density test for RE wall filling is being done @ Ch: 232+200 BHS & 241+140 BHS.

10. Layer Thickness, Toe Width, Top and Intermediate levels of each component of pavement layers are checked by IE’s Survey Engineers regularly.

11. Records of Quality Control are maintained by the Concessionaire.

12. Admixtures are also being tested at independent laboratory on regular interval.

13. Reinforcement steel bars are being tested at independent laboratory on regular basis and its results are being reviewed regularly.

14. HT Strand wire for Pre-stress are being tested @ Metalab on regular basis.

15. Structural Steel are being tested @ starwire on regular basis.

4-Safety

1. Road and Safety Expert visited site on 17.11.14 to 22.11.14 and reviewed the safety arrangements provided by the concessionaire. A detailed Road Safety Report No. 3 has been submitted to NHAI vide IE’s letter no. AA/UDR/NH-8/NHAI/14/1418 dated 26.11.2014. Concessionaire to take this on priority and comply all the observations within reasonably possible time.


31

2. For effective night visibility Delineators are required immediately at the stretches where concentric widening is in the progress. Similarly, barricading with hard board is required at places where considerable difference in level between existing road and excavation is observed.

3. In case of deep excavation, stabilization of soil must be ensured by providing proper shoring measures approved by IE/NHAI.

4. Proper Safety measures shall be adopted during the Tunnelling operations and submit the Safety Plan to IE for review, without any delay.

5. Concessionaire has been asked repeatedly to provide the fixed Assembly Points at their base camps to assemble workers in case of an Emergency. Compliance is still awaited.

6. Toolbox meetings and trainings shall be conducted on site on a daily basis by safety managers and supervisors.

7. Sufficient no. of Mandatory/Regulatory, Cautionary/Warning and Informatory signs boards at appropriate locations for the safety and smooth flow of traffic are required to be provided by Concessionaire all along the Project Highway.

8. Safety Measures provided by the Concessionaire at the working areas are not sufficient. Concessionaire is advised to take necessary steps to improve the safety measures immediately as there is an urgent need to provide all the required traffic control & safety devices viz, signs, delineators, flashers, barricades, etc. at the work sites as per relevant standards viz, IRC:SP 84-2009, IRC SP 55 & IRC 67:2001 where lapses observed.

9. All ‘Working Zone’ must be provided with adequate lateral & longitudinal buffer clearances as per IRC: SP: 55-2001.

10. Workers at site must be provided with necessary PPE viz, safety shoes, gloves, reflective jackets, helmets etc.

11. Traffic Diversions are potential accident spots since vehicles approach the diversions at high speeds. Appropriate temporary signs, delineators, flashers, new jersy barriers & barricades, Flag men, etc. must be provided at the diversions and at proper locations to guide the vehicles to pass the work zones safely and utmost care shall be observed at Elevated Flyover –2 locations.

12. The Concessionaire has been asked to take corrective action promptly wherever safety measures taken are not adequate.

13. Safety at work locations shall be improved especially for working at high levels, by providing safe access / platforms etc and labors shall wear PPE. Concessionaire shall take it seriously to avoid any accidents at site. It’s noted that unless safety measures are done properly, IE Personnel cannot take the risk and IE will not be able to check / inspect the works especially at higher levels.

14. Concessionaire shall take necessary safety measures during transportation of RCC Girders and also for the Girders erected at site.

15. Concessionaire vide our letter no. 900 dtd 10/03/14 has been asked to take safety measures immediately near Stockpiling of GSB Material Close below Live Electrical Lines.

5-Materials A. Concrete: - Concreting is in Progress for various components of structure. Birla Chetak

OPC 53 grade Cement/ Ultratech OPC 53 Grade/J.K. Lakshmi OPC 53 G Cement and Fairmate Admixture /Kunal admixture is being used for various concrete works. Cubes are cast as per frequency and tested for 7 days and 28 days Compressive Strength. Batching Plant has been duly calibrated.

Progress of laboratory activities is given below:


32

Design Mix of PQC & M-25 grade concrete has been Reviewed by IE.

B. GSB: -. Concessionaire has submitted all Mix Design of GSB for (Sec-1) & Sec 2 has been reviewed by IE. Required tests as per frequency for GSB is being carried out by the Concessionaire and random samples are being taken from the site and checked by IE’s representative from time to time to have strict control on the quality.

C. WMM: -. Required tests as per frequency for WMM mix are being carried out by the Concessionaire and samples are being taken from the Plant and checked by IE’s representative from time to time. WMM Plant has been calibrated during this month.

Design Mix Reviewed of Sec-1 with different source of Aggregates.

D. Filter Media: Design for filter media has already been submitted by the Concessionaire for both the section and reviewed by IE. Laying of filter media is in progress at various locations.

E. DBM/BC: Random samples are being taken from time to time and checked for all parameters at site laboratory.

6-Methodology

1. Shoulder shall be constructed before taking up the laying of BC.

2. Concessionaire to submit in advance the methodologies of all the remaining activities likely to be started soon.

3. Reference pillars shall be fixed at suitable interval with layer markings for proper control of layer thickness at site.

4. Work methodology submitted by Concessionaire for the ongoing activities both in Highways & Structures are reviewed and consented for implementation.

5. Methodologies for Laying of Bituminous Concrete, Rehabilitation of Existing Road, Median Filling & Shoulder Construction and Filling of Active Wells falling within ROW are yet to be submitted by the Concessionaire.

6. Shoulder and median required to be constructed simultaneously as per Section 407 of MoRTH in layers with WMM layers to avoid any damage to the edges.

7. Local traffic movement has been observed at locations near hotels/dhabas and areas of concentric widening on approved Sub-grade/GSB/WMM surfaces. Concessionaire to take necessary steps to discourage vehicular traffic on the approved surfaces to avoid damages to the Sub-grade/GSB/WMM surfaces. Concessionaire to rectify the damages as per Clause 902.5 of MoRTH Specifications before starting the next activity.

8. As per the approved methodology of embankment & sub-grade construction, Concessionaire is procuring earth for embankment construction from approved borrow areas as well as roadway excavated material which is tested and approved.

9. The dumping of dry Granular Sub Base material shall be done strictly on the bed of approved sub-grade only and the procedure of spreading, grading, mixing of water, levelling, & compaction will be followed as per approved methodology. The required density and gradation within the limits of specifications shall be achieved.

10. It is noticed that the maintenance works for filling of cracks and potholes on existing road surface are carried out without adhering to the specifications. IE has reminded the Concessionaire several times, in this regard.

11. Pursuant to MORT&H Clause 305.2.1.4 & 313.2, Concessionaire should take strict measures to use correct size material and avoid over size material for embankment/sub-grade and rockfill embankment construction respectively.

12. As per required specification and consented Methodology, care shall be taken to construct


33

Embankment/Sub-grade layers sufficiently wider than the design dimension (Toe Width) for trimming the side slopes to the required slope in future before turning.

7- Conformity with scope

and specification

1. Pursuant to Clause 13.2 of Article 13, Concessionaire shall within reasonably possible time rectify and remedy all the defects or deficiencies stated in IE’s Monthly Inspection Report.

2. Concrete for structural work is procured from RMC Plant duly calibrated & installed by the Concessionaire/EPC Contractor. Gradation & Moisture Correction are checked before starting of concrete every time. Slump as per the requirement is checked at both plant and concreting site/location.

3. As per Annex-I, Schedule D, Four Laning of the Project Highway shall conform to IRC SP 84-2009, “Manual of Specifications and Standards for Four Laning of Highways through Public Private Partnership”.

4. For Quality Assurance purpose, the tests prescribed in IRC Special Publication-11, MORTH (the “Quality Control Manuals”) or any modifications/substitutions thereof shall be deemed to be tests conforming to the Good Industry Practice.

5. Concessionaire must ensure attainment of quality of works by adhering to the stipulations of Clause 900 of MORT&H Specifications.

6. IE is monitoring the day to day activities of the works at site as per the CA to ensure its compliance with required specifications. IE has been informing the Concessionaire to instruct their supervisory staff to remain at site to follow up the activities and to ensure its quality.

7. Concessionaire shall carry out the works in conformity with scope and specifications. Routine checks as per CA on the entire construction process at every stage on random sample basis are being carried out by IE to ensure the quality.

8. Regarding Rock fill Embankment Construction – Concessionaire has been advised to strictly follow the specification (MoRTH) and Methodology proposed by them to ensure that the works & Tests have been carried out properly. All reports shall be maintained for record. IE shall witness the tests done by the Concessionaire through a RFI submittal and Concessionaire will be solely responsible for the Quality Control.

8-Lapses / defects or

deficiencies Time period

for rectification

IE has been regularly checking/conveying to SUTPL/EPC Contractor regarding the lapses/defects or deficiencies of the work.

1. Line, level and overall finishing of shoulder side concrete kerb shall be maintained properly.

2. Curing with wet hessian cloth shall be followed immediately after application of curing compound on median Kerbs & NJB’s and maintained for the required period otherwise cracks may develop randomly.

3. Concessionaire to ensure proper laying and compaction of filter media as per required specification in RERW approaches of Flyovers.

4. Concessionaire to avoid laying of WMM-I by motor grader to avoid segregation.

5. Line and Level of MBCB shall be maintained properly.

6. Sometimes segregation has been noticed in the GSB layer after spreading by Motor Grader. Concessionaire to take necessary steps to ensure uniform mixing of GSB Mix.

7. Line, level, curing, workmanship, etc. of the stone masonry side drains are required to be improved.

8. Concessionaire has been repeatedly reminded to take firm measures to avoid transporting over sized material from borrow areas/roadway cutting sites for embankment/sub-grade and rockfill embankment construction. Any over sized material brought to the construction


34

site shall be removed immediately. The size of the material should conform to the MORT&H Clause 305.2.1.4 for embankment/sub-grade & 313.2 for rockfill embankment.

9. Overall housekeeping and workmanship required to be improved.

10. Sprinkling of water on approach roads to borrow areas and access roads to site shall be regularly done to protect villagers from dust nuisance.

9-Maintenance of existing

carriageway

IE has been regularly asking Concessionaire to maintain the project highway properly and free from cracks, distress, pot holes and patches and in pursuant to Clause 12.2 of Concession Agreement. Concessionaire has been asked further to maintain properly the shoulders all along the existing road and maintain all the temporary diversions currently in operation in traffic worthy condition.

10-Final Remarks

1. Concessionaire shall take necessary corrective measures to achieve the progress as per Construction Schedule.

2. There are constraints at site like utility shifting, land acquisition, removal of encroachment, etc. However, Concessionaire shall follow up the pending matters with concerned Authorities and obtain necessary clearances / approvals to expedite the work at site.


35

3 WORK PROGRESS


36

3.1 Development Phase: Development Phase is over.

In accordance with Concession Agreement, the stipulated development phase is over and Construction phase has started as Appointed Date is finalized on 18 April 2013.

3.2 Construction Phase:

3.2.1 Highway Works: Detail of the Progress is shown below in the Progress Bar Chart:

Legend:- Work completed during reporting month

Work completed up to previous month

Work in progress


37

3.2.2 Progress Bar Chart for Highways: RHS

Chainage LHS

Service Road

TollP

laza

/Tru

ck L

ay

Bus

Bay

s

BC

DB

M

WM

M 2

WM

M 1

GSB

Subg

rade

Emba

nkm

ent F

illin

g

Emba

nkm

ent C

uttin

g

C&

G

C&

G

Emba

nkm

ent C

uttin

g

Emba

nkm

ent F

illin

g

Subg

rade

GSB

WM

M 1

WM

M 2

DB

M

BC

Bus

Bay

s

TollP

laza

/Tru

ck L

ay Service

Road

Prog

ress

Com

plet

ed

Scop

e

Scop

e

Com

plet

ed

Prog

ress

177.000

177.100

177.200

177.300

177.400

177.500

177.600

177.700

177.800

177.900

178.000

178.100

178.200

178.300

178.400

178.500

178.600

178.700

178.800

178.900

179.000

179.100

179.200

179.300

179.400

179.500

179.600

179.700

179.800

179.900

180.000

180.100

180.200

180.300

180.400

180.500

180.600

180.700

180.800

180.900

181.000

181.100

181.200

181.300

181.400

181.500

181.600

181.700

181.800

181.900

182.000

182.100

182.200

182.300

182.400

182.500

182.600

182.700

183.000

183.100

183.200

183.300

183.400

183.500


38

RHS Chainage

LHS

Service Road To

llPla

za/T

ruck

Lay

Bus

Bay

s

BC

DB

M

WM

M 2

WM

M 1

GSB

Subg

rade

Emba

nkm

ent F

illin

g

Emba

nkm

ent C

uttin

g

C&

G

C&

G

Emba

nkm

ent C

uttin

g

Emba

nkm

ent F

illin

g

Subg

rade

GSB

WM

M 1

WM

M 2

DB

M

BC

Bus

Bay

s

TollP

laza

/Tru

ck L

ay Service

Road

Prog

ress

Com

plet

ed

Scop

e

Scop

e

Com

plet

ed

Prog

ress

183.600

183.700

183.800

183.900

184.000

184.100

184.200

184.300

184.400

184.500

184.600

184.700

184.800

184.900

185.000

185.100

185.200

185.300

185.400

185.500

185.600

185.700

185.800

185.900

186.000

186.100

186.200

186.300

186.400

186.500

186.600

186.700

186.800

186.900

187.000

187.100

187.200

187.300

187.400

187.500

187.600

187.700

187.800

187.900

188.000

188.100

188.200

188.300

188.400

188.500

188.600

188.700

188.800

188.900

189.000

189.100

189.200

189.300

189.400

189.500

189.600

189.700

189.800

189.900

190.000

190.100


39

RHS Chainage

LHS

Service Road To

llPla

za/T

ruck

Lay

Bus

Bay

s

BC

DB

M

WM

M 2

WM

M 1

GSB

Subg

rade

Emba

nkm

ent F

illin

g

Emba

nkm

ent C

uttin

g

C&

G

C&

G

Emba

nkm

ent C

uttin

g

Emba

nkm

ent F

illin

g

Subg

rade

GSB

WM

M 1

WM

M 2

DB

M

BC

Bus

Bay

s

TollP

laza

/Tru

ck L

ay Service

Road

Prog

ress

Com

plet

ed

Scop

e

Scop

e

Com

plet

ed

Prog

ress

190.200

190.300

190.400

190.500

190.600

190.700

190.800

190.900

191.000

191.100

191.200

191.300

191.400

191.500

191.600

191.700

191.800

191.900

192.000

192.100

192.200

192.300

192.400

192.500

192.600

192.700

192.800

192.900

193.000

193.100

193.200

193.300

193.400

193.500

193.600

193.700

193.800

193.900

194.000

194.100

194.200

194.300

194.400

194.500

194.600

194.700

194.800

194.900

195.000

195.100

195.200

195.300

195.400

195.500

195.600

195.700

195.800

195.900

196.000

196.100

196.200

196.300

196.400

196.500

196.600

196.700


40

RHS Chainage

LHS

Service Road To

llPla

za/T

ruck

Lay

Bus

Bay

s

BC

DB

M

WM

M 2

WM

M 1

GSB

Subg

rade

Emba

nkm

ent F

illin

g

Emba

nkm

ent C

uttin

g

C&

G

C&

G

Emba

nkm

ent C

uttin

g

Emba

nkm

ent F

illin

g

Subg

rade

GSB

WM

M 1

WM

M 2

DB

M

BC

Bus

Bay

s

TollP

laza

/Tru

ck L

ay Service

Road

Prog

ress

Com

plet

ed

Scop

e

Scop

e

Com

plet

ed

Prog

ress

196.800

196.900

197.000

197.100

197.200

197.300

197.400

197.500

197.600

197.700

197.800

197.900

198.000

198.000

198.100

198.200

198.300

198.400

198.500

198.600

198.700

198.800

198.900

199.000

199.100

199.200

199.300

199.400

199.500

199.600

199.700

199.800

199.900

200.000

200.100

200.200

200.300

200.400

200.500

200.600

200.700

200.800

200.900

201.000

201.100

201.200

201.300

201.400

201.500

201.600

201.700

201.800

201.900

202.000

202.100

202.200

202.300

202.400

202.500

202.600

202.700

202.800

202.900

203.000

203.100

203.200


41

RHS Chainage

LHS

Service Road To

llPla

za/T

ruck

Lay

Bus

Bay

s

BC

DB

M

WM

M 2

WM

M 1

GSB

Subg

rade

Emba

nkm

ent F

illin

g

Emba

nkm

ent C

uttin

g

C&

G

C&

G

Emba

nkm

ent C

uttin

g

Emba

nkm

ent F

illin

g

Subg

rade

GSB

WM

M 1

WM

M 2

DB

M

BC

Bus

Bay

s

TollP

laza

/Tru

ck L

ay Service

Road

Prog

ress

Com

plet

ed

Scop

e

Scop

e

Com

plet

ed

Prog

ress

203.300

203.400

203.500

203.600

203.700

203.800

203.900

204.000

204.100

204.200

204.300

204.400

204.500

204.600

204.700

204.800

204.900

205.000

205.100

205.200

205.300

205.400

205.500

205.600

205.700

205.800

205.900

206.000

206.100

206.200

206.300

206.400

206.500

206.600

206.700

206.800

206.900

207.000

207.100

207.200

207.300

207.400

207.500

207.600

207.700

207.800

207.900

208.000

208.100

208.200

208.300

208.400

208.500

208.600

208.700

208.800

208.900

209.000

209.100

209.200

209.300

209.400

209.500

209.600

209.700

209.800


42

RHS Chainage

LHS

Service Road To

llPla

za/T

ruck

Lay

Bus

Bay

s

BC

DB

M

WM

M 2

WM

M 1

GSB

Subg

rade

Emba

nkm

ent F

illin

g

Emba

nkm

ent C

uttin

g

C&

G

C&

G

Emba

nkm

ent C

uttin

g

Emba

nkm

ent F

illin

g

Subg

rade

GSB

WM

M 1

WM

M 2

DB

M

BC

Bus

Bay

s

TollP

laza

/Tru

ck L

ay Service

Road

Prog

ress

Com

plet

ed

Scop

e

Scop

e

Com

plet

ed

Prog

ress

209.900

210.000

210.100

210.200

210.300

210.400

210.500

210.600

210.700

210.800

210.900

211.000

211.100

211.200

211.300

211.400

211.500

211.600

211.700

211.800

211.900

212.000

212.100

212.200

212.300

212.400

212.500

212.600

212.700

212.800

212.900

213.000

213.100

213.200

213.300

213.400

213.500

213.600

213.700

213.800

213.900

214.000

214.100

214.200

214.300

214.400

214.500

214.600

214.700

214.800

214.900

215.000

215.100

215.200

215.300

215.400

215.500

215.600

215.700

215.800

215.900

216.000

216.100

216.200

216.300

216.400


43

RHS Chainage

LHS

Service Road To

llPla

za/T

ruck

Lay

Bus

Bay

s

BC

DB

M

WM

M 2

WM

M 1

GSB

Subg

rade

Emba

nkm

ent F

illin

g

Emba

nkm

ent C

uttin

g

C&

G

C&

G

Emba

nkm

ent C

uttin

g

Emba

nkm

ent F

illin

g

Subg

rade

GSB

WM

M 1

WM

M 2

DB

M

BC

Bus

Bay

s

TollP

laza

/Tru

ck L

ay Service

Road

Prog

ress

Com

plet

ed

Scop

e

Scop

e

Com

plet

ed

Prog

ress

216.500

216.600

216.700

216.800

216.900

217.000

217.100

217.200

217.300

217.400

217.500

217.600

217.700

217.800

217.900

218.000

218.100

218.200

218.300

218.400

218.500

218.600

218.700

218.800

218.900

219.000

219.100

219.200

219.300

219.400

219.500

219.600

219.700

219.800

219.900

220.000

220.100

220.200

220.300

220.400

220.500

220.600

220.700

220.800

220.900

221.000

221.100

221.200

221.300

221.400

221.500

221.600

221.700

221.800

221.900

222.000

222.100

222.200

222.300

222.400

222.500

222.600

222.700

222.800

222.900

223.000


44

RHS Chainage

LHS

Service Road To

llPla

za/T

ruck

Lay

Bus

Bay

s

BC

DB

M

WM

M 2

WM

M 1

GSB

Subg

rade

Emba

nkm

ent F

illin

g

Emba

nkm

ent C

uttin

g

C&

G

C&

G

Emba

nkm

ent C

uttin

g

Emba

nkm

ent F

illin

g

Subg

rade

GSB

WM

M 1

WM

M 2

DB

M

BC

Bus

Bay

s

TollP

laza

/Tru

ck L

ay Service

Road

Prog

ress

Com

plet

ed

Scop

e

Scop

e

Com

plet

ed

Prog

ress

223.100

223.200

223.300

223.400

223.500

223.600

223.700

223.800

223.900

224.000

224.100

224.200

224.300

224.400

224.500

224.600

224.700

224.800

224.900

225.000

225.100

225.200

225.300

225.400

225.500

225.600

225.700

225.800

225.900

226.000

226.100

226.200

226.300

226.400

226.500

226.600

226.700

226.800

226.900

227.000

227.100

227.200

227.300

227.400

227.500

227.600

227.700

227.800

227.900

228.000

228.100

228.200

228.300

228.400

228.500

228.600

228.700

228.800

228.900

229.000

229.100

229.200

229.300

229.400

229.500

229.600


45

RHS Chainage

LHS

Service Road To

llPla

za/T

ruck

Lay

Bus

Bay

s

BC

DB

M

WM

M 2

WM

M 1

GSB

Subg

rade

Emba

nkm

ent F

illin

g

Emba

nkm

ent C

uttin

g

C&

G

C&

G

Emba

nkm

ent C

uttin

g

Emba

nkm

ent F

illin

g

Subg

rade

GSB

WM

M 1

WM

M 2

DB

M

BC

Bus

Bay

s

TollP

laza

/Tru

ck L

ay Service

Road

Prog

ress

Com

plet

ed

Scop

e

Scop

e

Com

plet

ed

Prog

ress

229.700

229.800

229.900

230.000

230.100

230.200

230.300

230.400

230.500

230.600

230.700

230.800

230.900

231.000

231.100

231.200

231.300

231.400

231.500

231.600

231.700

231.800

231.900

232.000

232.100

232.200

232.300

232.400

232.500

232.600

232.700

232.800

232.900

233.000

233.100

233.200

233.300

233.400

233.500

233.600

233.700

233.800

233.900

234.000

234.100

234.200

234.300

234.400

234.500

234.600

234.700

234.800

234.900

235.000

235.100

235.200

235.300

235.400

235.500

235.600

235.700

235.800

235.900

236.000

236.100

236.200


46

RHS Chainage

LHS

Service Road To

llPla

za/T

ruck

Lay

Bus

Bay

s

BC

DB

M

WM

M 2

WM

M 1

GSB

Subg

rade

Emba

nkm

ent F

illin

g

Emba

nkm

ent C

uttin

g

C&

G

C&

G

Emba

nkm

ent C

uttin

g

Emba

nkm

ent F

illin

g

Subg

rade

GSB

WM

M 1

WM

M 2

DB

M

BC

Bus

Bay

s

TollP

laza

/Tru

ck L

ay Service

Road

Prog

ress

Com

plet

ed

Scop

e

Scop

e

Com

plet

ed

Prog

ress

236.300

236.400

236.500

236.600

236.700

236.800

236.900

237.000

237.100

237.200

237.300

237.400

237.500

237.600

237.700

237.800

237.900

238.000

238.100

238.200

238.300

238.400

238.500

238.600

238.700

238.800

238.900

239.000

239.100

239.200

239.300

239.400

239.500

239.600

239.700

239.800

239.900

240.000

240.100

240.200

240.300

240.400

240.500

240.600

240.700

240.800

240.900

241.000

241.100

241.200

241.300

241.400

241.500

241.600

241.700

241.800

241.900

242.000

242.100

242.200

242.300

242.400

242.500

242.600

242.700

242.800


47

RHS Chainage

LHS

Service Road To

llPla

za/T

ruck

Lay

Bus

Bay

s

BC

DB

M

WM

M 2

WM

M 1

GSB

Subg

rade

Emba

nkm

ent F

illin

g

Emba

nkm

ent C

uttin

g

C&

G

C&

G

Emba

nkm

ent C

uttin

g

Emba

nkm

ent F

illin

g

Subg

rade

GSB

WM

M 1

WM

M 2

DB

M

BC

Bus

Bay

s

TollP

laza

/Tru

ck L

ay Service

Road

Prog

ress

Com

plet

ed

Scop

e

Scop

e

Com

plet

ed

Prog

ress

242.900

243.000

243.100

243.200

243.300

243.400

243.500

243.600

243.700

243.800

243.900

244.000

244.100

244.200

244.300

244.400

244.500

244.600

244.700

244.800

244.900

245.000

245.100

245.200

245.300

245.400

245.500

245.600

245.700

245.800

245.900

246.000

246.100

246.200

246.300

246.400

246.500

246.600

246.700

246.800

246.900

247.000

247.100

247.200

247.300

247.400

247.500

247.600

247.700

247.800

247.900

248.000

248.100

248.200

248.300

248.400

248.500

248.600

248.700

248.800

248.900

249.000

249.100

249.200

249.300

249.400

249.500


48

RHS Chainage

LHS

Service Road To

llPla

za/T

ruck

Lay

Bus

Bay

s

BC

DB

M

WM

M 2

WM

M 1

GSB

Subg

rade

Emba

nkm

ent F

illin

g

Emba

nkm

ent C

uttin

g

C&

G

C&

G

Emba

nkm

ent C

uttin

g

Emba

nkm

ent F

illin

g

Subg

rade

GSB

WM

M 1

WM

M 2

DB

M

BC

Bus

Bay

s

TollP

laza

/Tru

ck L

ay Service

Road

Prog

ress

Com

plet

ed

Scop

e

Scop

e

Com

plet

ed

Prog

ress

249.600

249.700

249.800

249.900

250.000

250.100

250.200

250.300

250.400

250.500

250.600

250.700

250.800

250.900

251.000

251.100

251.200

251.300

251.400

251.500

251.600

251.700

251.800

251.900

252.000

252.100

252.200

252.300

252.400

252.500

252.600

252.700

252.800

252.900

253.000

253.100

253.200

253.300

253.400

253.500

253.600

253.700

253.800

253.900

254.000

254.100

254.200

254.300

254.400

254.500

254.600

254.700

254.800

254.900

255.000

255.100

255.200

255.300

255.400

255.500

255.600

255.700

255.800

255.900

256.000

256.100


49

RHS Chainage

LHS

Service Road To

llPla

za/T

ruck

Lay

Bus

Bay

s

BC

DB

M

WM

M 2

WM

M 1

GSB

Subg

rade

Emba

nkm

ent F

illin

g

Emba

nkm

ent C

uttin

g

C&

G

C&

G

Emba

nkm

ent C

uttin

g

Emba

nkm

ent F

illin

g

Subg

rade

GSB

WM

M 1

WM

M 2

DB

M

BC

Bus

Bay

s

TollP

laza

/Tru

ck L

ay Service

Road

Prog

ress

Com

plet

ed

Scop

e

Scop

e

Com

plet

ed

Prog

ress

256.200

256.300

256.400

256.500

256.600

256.700

256.800

256.900

257.000

257.100

257.200

257.300

257.400

257.500

257.600

257.700

257.800

257.900

258.000

258.100

258.200

258.300

258.400

258.500

258.600

258.700

258.800

258.900

259.000

259.100

259.200

259.300

259.400

259.500

259.600

259.700

259.800

259.900

260.000

260.100


50

3.2.3 Progress Bar Chart for Pipe Culverts: C

hain

age

Typ

e of

Con

stru

ctio

n RHS LHS

Head Wall Head Wall

Prot

ectio

n W

ork

Fina

l Lift

2nd

Lift

1st L

ift

PCC

Exc

avat

ion

Pipe

Lay

ing

Pipe

Bed

PC

C

Exc

avat

ion

For

Pipe

Lay

Out

Stru

ctur

e T

ype

Lay

Out

Exc

avat

ion

For

Pipe

Pipe

Bed

PC

C

Pipe

Lay

ing

Exc

avat

ion

PCC

1st L

ift

2nd

Lift

Fina

l Lift

Prot

ectio

n W

ork

177+281 Wid. Pipe 177+350 Recons. Pipe 178+027 Wid. Pipe 178+149 Recons. Pipe 178+380 Wid. Pipe 178+829 Wid. Pipe 179+459 Recons. Pipe 180+409 Recons. Pipe 180+851 Wid. Pipe 181+968 Wid. Pipe 182+707 Recons. Pipe 183+359 Wid. Pipe 186+358 Wid. Pipe 187+463 Recons. Pipe 188+336 Wid. Pipe 188+958 Wid. Pipe 189+538 Wid. Pipe 189+961 Wid. Pipe 192+938 new Pipe 193+856 Recons. Pipe 195+309 Wid. Pipe 196+449 Recons. Pipe 197+185 Recons. Pipe 197+909 Recons. Pipe 201+077 Wid. Pipe 201+397 Wid. Pipe 201+534 Recons. Pipe 202+714 Wid. Pipe 204+798 Wid. Pipe 205+127 Recons. Pipe 205+732 Recons. Pipe 205+751 Recons. Pipe 205+801 Recons. Pipe 205+954 Wid. Pipe 206+065 Recons. Pipe 207+297 Recons. Pipe 207+469 Recons. Pipe 208+011 Recons. Pipe 209+885 Recons. Pipe 210+601 Recons. Pipe 210+899 Recons. Pipe 213+122 Recons. Pipe 213+422 Recons. Pipe 214+088 Recons. Pipe 220+512 Wid. Pipe 220+961 Wid. Pipe 221+121 New Pipe 221+331 New Pipe 221+957 Recons. Pipe 223+137 Wid. Pipe 223+713 Wid. Pipe 224+149 Recons. Pipe 224+765 Recons. Pipe 225+033 Wid. Pipe 225+315 Wid. Pipe 225+889 Wid. Pipe 226+177 Wid. Pipe 226+386 Wid. Pipe 226+568 Wid. Pipe 226+776 Wid. Pipe 227+125 Wid. Pipe 227+425 Wid. Pipe 227+604 Wid. Pipe


51

Cha

inag

e

Typ

e of

Con

stru

ctio

n RHS LHS

Head Wall Head Wall

Prot

ectio

n W

ork

Fina

l Lift

2nd

Lift

1st L

ift

PCC

Exc

avat

ion

Pipe

Lay

ing

Pipe

Bed

PC

C

Exc

avat

ion

For

Pipe

Lay

Out

Stru

ctur

e T

ype

Lay

Out

Exc

avat

ion

For

Pipe

Pipe

Bed

PC

C

Pipe

Lay

ing

Exc

avat

ion

PCC

1st L

ift

2nd

Lift

Fina

l Lift

Prot

ectio

n W

ork

227+894 Wid. Pipe 228+185 Wid. Pipe 228+322 Wid. Pipe 228+670 Wid. Pipe 228+824 Wid. Pipe 229+061 Wid. Pipe 229+428 Wid. Pipe 229+578 Wid. Pipe 229+628 Wid. Pipe 230+015 Wid. Pipe 230+388 Wid. Pipe 230+525 Recons. Pipe 231+249 Wid. Pipe 231+332 Wid. Pipe 231+420 Wid. Pipe 231+565 Wid. Pipe 231+840 Wid. Pipe 231+931 Recons. Pipe 232+197 Recons. Pipe 232+288 Wid. pipe 232+587 Wid. Pipe 232+746 Wid. Pipe 232+901 Wid. Pipe 233+246 Wid. Pipe 233+401 Wid. Pipe 233+657 Wid. Pipe 233+826 Recons. Pipe 234.000 Wid. Pipe 234+779 Wid. Pipe 235+686 Wid. Pipe 235+893 Wid. Pipe 236+150 Wid. Pipe 236+336 Recons. Pipe 236+423 Wid. Pipe 236+580 Wid. Pipe 236+668 Wid. Pipe 237+005 Recons. Pipe 237+118 Wid. Pipe 237+339 Wid. Pipe 237+569 Wid. Pipe 237+700 Wid. Pipe 237+823 Wid. Pipe 238+529 Wid. Pipe 238+634 Wid. Pipe 238+775 Wid. Pipe 238+946 Wid. Pipe 240+195 New Pipe 240+220 New Pipe 241+637 New Pipe 241+950 New Pipe 244+629 New Pipe 247+829 New Pipe 248+446 Wid. Pipe 249+112 Wid. Pipe 249+442 Recons. Pipe 249+765 Wid. Pipe 249+959 Wid. Pipe 250+983 Recons. Pipe 251+275 Recons. Pipe 253+800 New Pipe 253+875 New Pipe 254+025 New Pipe 254+600 New Pipe 255+367 Recons. Pipe


52

3.2.4 Progress Bar Chart for Slab & Box Culverts: D

.Cha

inag

e

Typ

e of

Str

uctu

re RHS

Stru

ctur

e T

ype LHS

Cra

sh B

arie

r

R/W

Supe

r St

ruct

ure

Sub-

Str

uctu

re

FOU

ND

AT

ION

PCC

EX

CA

VA

TIO

N

LA

YO

UT

LA

YO

UT

EX

CA

VA

TIO

N

PCC

FOU

ND

AT

ION

Sub-

Str

uctu

re

Supe

r St

ruct

ure

R/W

Cra

sh B

arie

r

177+597 Recons. Box 179+013 Recons. Box 180+851 Wid. Slab 181+201 Wid. Slab 181+279 Wid. Slab 181+781 Wid. Slab 182+179 Wid. Slab 183+464 Recons. Slab 183+644 Wid. Slab/Box 183+840 New Slab 184+790 New Slab 184+880 New Slab 185+550 New Slab 186+651 Wid. Slab 187+165 Wid. Slab 188+460 Recons. Slab 190+975 Wid. Slab 191+528 Wid. Box 194+197 Wid. Slab 196+093 Wid. Slab 196+961 Wid. Slab 198+848 Wid. Slab 199+941 Wid. Slab 200+231 Wid. Slab 200+389 Wid. Slab 200+648 Wid. Slab 201+873 Wid. Slab 202+119 Wid. Slab 202+808 Wid. Slab 203+083 Wid. Slab 203+358 Recons. Slab 206+641 Wid. Slab 206+903 Wid. Slab 207+790 Wid. Slab 208+409 Recons. Box 208+634 Recons. Box 210+186 Wid. Slab 210+610 Wid. Slab 210+850 Wid. Slab 211+332 Wid. Slab 211+646 Wid. Slab 211+845 Wid. Slab 211+981 Wid. Slab 212+558 Wid. Slab 212+640 Wid. Slab 213+643 Wid. Slab 213+876 Wid. Slab 215+153 Wid. Slab 216+022 Wid. Slab 216+131 Wid. Slab 216+314 Wid. Slab 216+528 Wid. Slab 216+616 Wid. Slab 217+330 Wid. Slab 217+585 Wid. Slab 217+665 Wid. Slab 217+795 Wid. Slab 218+034 Wid. Slab 218+949 Wid. Slab 219+463 Recons. Slab 219+981 Wid. Slab 220+182 Recons. Box 220+904 Wid. slab/box 222+135 Wid. Slab 222+186 Wid. Slab 222+481 Recons. Box 222+603 New Box


53

D.C

hain

age

Typ

e of

Str

uctu

re RHS

Stru

ctur

e T

ype LHS

Cra

sh B

arie

r

R/W

Supe

r St

ruct

ure

Sub-

Str

uctu

re

FOU

ND

AT

ION

PCC

EX

CA

VA

TIO

N

LA

YO

UT

LA

YO

UT

EX

CA

VA

TIO

N

PCC

FOU

ND

AT

ION

Sub-

Str

uctu

re

Supe

r St

ruct

ure

R/W

Cra

sh B

arie

r

223+603 Recons. Box 223+913 New Box 224+243 Wid. Slab 224+411 Wid. Slab 225+704 Wid. Slab 234+327 Wid. Slab 235+351 Recons. Slab 238+376 Wid. Slab 239+055 Recons. Box 241+270 New Slab 241+550 New Slab 241+772 New Slab 242+074 New Slab 242+392 New Slab 242+457 New Slab 242+716 New Slab 242+816 New Slab 243+068 New Box 243+244 New Box 243+504 New Slab 243+825 New Box 244+104 New Box 244+404 New Slab 245+014 New Box 245+234 New Box 245+544 New box 245+969 New Box 247+704 New Slab 248+244 Wid. Slab 248+638 Recons. Box 249+176 Wid. Slab 250+275 Wid. Slab 250+483 Recons. Slab 250+685 Recons. Slab 250+825 New Slab 253+250 New Box 253+375 New Box 255+815 Recons. Box 256+191 Wid. Slab


54

3.2.5 Progress for Minor Bridges/VUP/CUP:


55

3.2.6 Progress for Flyovers & Elevated Flyovers:


56


57


58


59


60


61


62

ELEVATED FLYOVER – 1 (1X19.9+1X30+18X19.9): Progress for the reporting month is given below:-


63


64


65


66


67

3.2.7 Progress for Minor & Major Bridges:


68

Minor Bridge @ Ch. 185.790 (LHS)


69

Minor Bridge @ Ch. 185.790 (RHS)


70


71


72


73


74

3.2.8 Progress for Overpass:

Nil for the reporting month

3.2.9 Progress for Tunnel:


75

4

Quality Assurance & Control


76

4.1 QUALITY ASSURANCE/CONTROL: Required quality control tests at laboratory as well as field tests are done as per prescribed frequency and are being monitored by random checking.

4.2 Source Approval Status:

Sl.No. Description Nos./Items Remarks

1 Borrow Areas for Embankment & Sub grade

BA 1 to 24 in Sec 1 BA 1 to 22 in Sec 2

Two new Borrow Area during this reporting month has been identified. A Total of 24 Borrow Areas in Sec 1 and 22 Borrow Areas in Sec 2 have already been tested by the Concessionaire.

2 GSB

Crushed GSB @ Baniya Tukda@186+000, RHS. Mobile Crushed GSB@ 207+090, RHS. Mobile Crushed GSB stockpiled @ 231+000 RHS Mobile Crushed GSB @ 218+268, RHS. Mobile Crushed GSB stockpiled @ 247+400, BHS. Mobile Crushed GSB stockpiled @ Ch: 204+520 RHS Mobile Crushed GSB @ Ch. 241+200 RHS Mobile Crushed GSB @ Ch: 225+170 RHS Mobile Crushed GSB @ Ch. 246+100 RHS Mobile Crushed GSB @ Ch: 251+830 RHS

All Mix Design of GSB is reviewed for Section 1 and Section 2.

3 WMM Sec1-Source Negadiya Quarry Sec 2- Source Baniya Tukda

Mix Design of WMM is reviewed for Section 1 and Section 2.

4 Steel

Essar TMT, GOEL TMT, National TMT, Varrsana TMT, Gallant TMT, MSP Steel & Power Ltd, Real Ispat & Power Ltd.

The below mentioned sources have been approved with some conditions.

1. Essar Steel, Mumbai (Essar TMT) - As Main Source

2. Real Ispat & Power Ltd, Raipur (GK TMT) - Alternative Source -1.

3. Bajrang metallics & Power Ltd (GOEL TMT) - Alternative Source -2.

4. MSP Steel & Power Ltd, Raigarh - Alternative Source -3.

5 Cement

Wonder OPC 53 Grade, Birla Chetak OPC 53 Grade, Ultratech OPC 53 Grade, JK Lakshmi OPC 53,Jaypee OPC 53 Grade, Siddhi OPC 53 Grade

Third Party Test Reports of Cement of all 4 Brands (Wonder, Birla Chetak, Ultratech, JK Lakshmi) has been submitted by Concessionaire and reviewed by IE. All 4 Brands are recommended for Source Approval.


77

6 Admixture/Curing Compound

Fairmate Chemicals Fosroc Chemicals. Kunal Conchem Pvt Ltd BASF India Ltd Choskey Chemicals Seema Finchem

Concessionaire has proposed M/S Seema Finchem as source for procurement of admixture and Curing Compound but is not yet recommended for approval by IE. Concessionaire has proposed Choksey Chemicals as source for procurement of Curing Compound and Polysulphide Sealant. Concessionaire has proposed BASF Ltd as source for procuring accelerator. Concessionaire has proposed Kunal Conchem Pvt Ltd as a third Source for Admixtures and also for Curing Compound. Sampling of Fair flo HSP 600 M1& Kunacon 37SS has been done for third party checking at Starwires Ltd. Results have been submitted by the Concessionaire and Reviewed by IE.

7 Bitumen

VG30, CRMB-60from IOCL Gujrat,VG-30, PMB, CRMB, Emulsions from M/s Tikki Tar Industries, PMB, CRMB from M/s Total Oil India Pvt. Ltd. & VG-30, M/s Essar Oil Limited, Ahmedabad

Sources as IOCL, Gujrat, M/s Essar Oil Ltd are recommended for source approvals Sampling of Bitumen from IOCL & ESSAR VG-30 grade has been done for Third Party checking at Starwire Ltd.

8 Stone Quarry

Negadia Crusher @ Km.238.600 Baniya Tukda Crusher @ Km 185+000 RHS

Test reports of Samples from both the Stone quarries are reviewed by IE.

9 Emulsion SS-1, RS-1

M/s Tikki Tar Industries M/s Hindustan Colas Ltd. M/s GR Infra Projects Ltd. M/s Maruti Bitumen Pvt. Ltd, Mehesna, Gujrat M/s Total Oil India Pvt. Ltd

Proposal of M/s Total Oil India Pvt. Ltd for procurement of Bitumen emulsion/PMB/CRMB has been given by Concessionaire .Proposal of M/s Tikki Tar Industries has been given by the Concessionaire. Concessionaire has been asked to arrange for source visit, joint sampling and third party testing. Compliance awaited Concessionaire has proposed M/s Hindustan Colas Ltd as source for procurement of Emulsion/Modified Bitumen/Anti stripping Agent. IE has recommended factory inspection and after confirmation of the product approval can be accorded. Compliance awaited. Concessionaire has proposed M/s GR Infra Projects Ltd and M/s Maruti Bitumen Pvt. Ltd. as sources for procurement of Emulsions

10 Natural Sand Banas River & Chandrabhaga River

Third Party Test Result have been submitted and reviewed by IE

11 Water

Bore Well at Negadia Camp (2 Locations) Bore well @ Ch:206+600 LHS near Batching Plant 2 Bore well at Mandwada Camp(2 locations) Bore well @ Ch:216+600 LHS BP-2 sec1 Bore well @ Ch:250+200 RHS

Joint sampling of water from the seven locations are done from time to time and sent for third party testing. The Test reports are submitted by the Concessionaire and reviewed by IE.

12 Cement Concrete Mix All Grades Concessionaire has submitted the mix design for all almost all grade for both sec 1 and sec 2 and it has been reviewed by IE.

13 Hume Pipes (NP4) M/s Kataria Hume Pipes, Concessionaire has established a unit of M/s Khatariya


78

Bhavnagar, Gujarat. (M/s siddhi Vinayak Pipe Industries sister concern of M/s Katariya Hume Pipe)

Hume Pipe Factory, Gujarat; with all required testing facilities @ Km. 213+340 RHS to meet the project requirement of NP4 pipes of different diameters.

14 Thermoplastic Paint for Road Marking

M/s Auto Mark Industries Pvt. Ltd., Yavatmaal, Maharastra.

Concessionaire has submitted credentials and other documents of proposed Manufacturer and based on the above the Source is recommended for Approval.

15 Water Proofing Separation Membrane (Asphaltoseal)

M/s Tikki Tar Industries Source has been recommended for Approval

16

Elastomeric and Pot cum PTFE type bearings./Strip Seal Type Expansion Joint

M/s Sanfield (India) ltd The Source has been recommended for Approval.

17 Metal Beam Crash Barrier M/s Hitech Pipes Ltd

M/s Hitech Pippes Ltd Recommended for Approval subject to conditions – Joint sampling to MBCB has been done for checking at third Party lab Starwire Ltd.

18 Anchor Cones, Anchor Heads, Sheathing Ducts,

Dynamic Prestress , Nasik Factory inspection was done jointly and source recommended for Approval.

19 Micro Silica Elkem SA Pvt Ltd Concessionaire has proposed ‘Elkem’ as source for Micro Silica

20 Steel Fibres Stewols India (P) Ltd Concessionaire has proposed Stewols India P ltd as a source for procurement of Steel Fibres .

21 Cement & Resin Capsules M/s Ashoka Chemicals

Concessionaire has proposed M/s Ashoka Chemicals as a source for procurement of Cement & Resin Capsules.

4.3 List of Lab Equipments:- Laboratories at Km. 237+600 LHS and Km. 188.000 LHS are more or less equipped fully as per the requirements of MORTH Clause no 121.3. Few types of equipment like Water Testing Kit, Kinematic Viscometer etc are still required.

LIST OF LAB EQUIPMENTS (LAB-1 and LAB 2)

Sl. No Description Unit Quantity

1 NDG Nos. 2

2 Moisture Container Nos. 295

3 Proctor Mould 2250cc Nos. 9

4 Proctor Mould 1000cc Nos 1

5 Proctor Rammer 4.89 kg Nos 11

6 Proctor Rammer 2.6 kg Nos. 2

7 Electronic Balance 50kg Nos 2





12 Electronic Balance 550g Nos 1


14 Electronic Platform Balance 200kg Nos 1


79

15 Electric Oven 800*500mm Nos 5

16 Electric Oven 1250*780 Nos 2

17 Electric Oven 400*350mm Nos 1

18 Mechanical Balance 30Kg Nos 1

19 Digital thermometer(0~200 C) Nos 18

20 Digital Hygrometer with max-min thermometer Nos 2

21 Specific Gravity Pycnometer Nos 8

22 Sand Scoop Nos 10

23 Hot Plate Nos 5

24 Tray (Big 1200mm*1000mm Nos 4

25 Tray (Medium 600mm*400mm) Nos 9

26 Tray (Small 400mm*350mm) Nos 14

27 Table Glass for LL/PL(600mm*600mm) Nos 1

28 Table Glass for LL/PL(200mm*200mm) Nos 4

29 Sieve Shaker Nos 1

30 Spatula Nos 8

31 Standard Sand Grade I, Grade II, Grade III bags 2 each

32 Gloves Cotton Set 22

33 Gloves Rubber Set 22

34 Basket for Density Nos 4

35 Rain Gauge Nos. 2

36 Riffle Box 75mm Nos 2



39 Thickness/Depth Gauge Nos 3

40 Straight Edge Nos 2

41 Wheel Tracking machine Nos 1

42 Beaker for Softening Point Nos 6

43 Penetration moulds Nos 12

44 Penetration needle set Nos 10

45 Water bath Nos 2

46 Cooling bath(-4 to 25 C) Nos 1

47 Thin Film Oven Nos 1

48 Vacuum Pump Nos. 2

49 Bitumen extractor Nos 2

50 Marshall de moulder Nos 1

51 Marshall Mould with Base & Collar 100mm Nos 41+36

52 Marshall Mould with Base & Collar (modified) 150mm Nos 8+8

53 Marshall Compaction Pedestal Nos 2

54 Marshall Pedestal (modified) Nos 1

55 Marshall Rammer 100mm Nos 6

56 Marshall Rammer 150mm Nos 1

57 Marshall Stability Testing machine Nos 2

58 Gmm Flask 2000ml Nos 6

59 Ductility machine Nos. 2


80

60 Ductility mould brass Nos 6

61 Softening Pt Appt Nos. 2

62 Penetrometer for Bitumen Nos 2

63 Sp Gravity Bottle for Bitumen Nos 4

64 Flash & Fire Point Nos 1

65 Filter Paper, Extraction Packets 4+1

66 Sand Equivalent Appt Nos. 1

67 Core cutting machine(HILTI DD) Nos 2

68 Core Bit Nos 9

69 Surcharge Weight 2.5 kg Nos. 35

70 Surcharge Weight 5 kg Nos. 40

71 Perforated Plate Nos. 30

72 CBR Moulds Nos. 46

73 Dial Gauge 25mm Nos 36

74 CBR Testing Machine Nos. 2

75 Spacer Disc for CBR Nos 5

76 CBR Plunger Nos 10

77 Tripod for CBR sample Nos. 20

78 Proving Ring 50 KN Nos. 2

79 Proving Ring 25KN Nos. 2

80 Ten Percent Fines Value Test Apparatus Nos. 2

81 Vernier Callipers Nos 2

82 Cone Penetrometer (For LL ) Nos. 2

83 Liquid Limit Apparatus (Casagrande Apparatus) Nos. 2

84 Sand pouring Cylinder 100mm Dia Nos. 2



87 Sand pouring Cylinder Tray 100mm Nos. 5

88 Sand pouring Cylinder Tray 150mm Nos 6

89 Sand pouring Cylinder Tray 200mm Nos 6

90 Rapid Moisture Meter (25%) Nos 6

91 Hydrometer(0.85~0.95) Nos. 4

92 Hydrometer(1~2) Nos. 3

93 Measuring Cylinder 1000ml(Plastic) Nos. 2

94 Measuring Cylinder 500ml(Plastic) Nos 4

95 Measuring Cylinder 100ml(Borosil) Nos 70

96 Measuring Cylinder 500ml(Borosil) Nos 4

97 Bulk Density Bucket 30Ltr. Nos 2

98 Bulk Density Bucket 15Ltr. Nos. 2

99 Bulk Density Bucket 3Ltr. Nos. 2

100 Los Angeles Abrasion Testing machine Nos 1

101 Aggregate Impact Test Apparatus Nos 2

102 Concrete Mixing machine with cap Nos. 1

103 Concrete Cube Vibrating Table Nos. 1

104 Concrete Cube moulds Nos 350


81

105 Flakiness Gauge Nos. 8

106 Elongation Gauge Nos 8

107 Flexural testing machine(Digital) Nos. 1

108 Cement Cube Moulds 7.06cm*7.06cm*7.06cm Nos 15

109 Mortar Cube Mould 50x50x50 mm Nos 12

110 Grouting mould 10cm*10cm*10cm Nos 24

111 Cement Cube Vibrating Machine Nos 2

111 Compression Testing Machine 2000KN Nos 4

113 Vicat Apparatus (Complete Set) Nos 2

114 Needle Vibrator Nos 1

115 Rebound hammer Nos 1

116 Slump Cone with Tamping Rod Nos. 21

117 Tray for Prime Coat/Tack Coat 300mm*300mm Nos 22

118 Stop Watch Nos 2

119 G.I. Sieve 450 mm Dia.(125mm) Nos. 2







126 G.I. Sieve 450 mm Dia.(37.5mm) Nos. 4

















143 GI sieve 450mm Dia.(4.75mm.) Nos. 9

144 GI sieve 450mm Dia.(2.8mm.) Nos. 2

145 GI sieve 450mm Dia. (2.36mm.) Nos. 6

146 GI sieve 450mm Dia. (1.18mm.) Nos 5

147 GI sieve 450mm Dia. (1.4mm.) Nos 1

148 LID & PAN Nos 3

149 Brass sieve 200mm Dia.(6.3mm.) Nos. 2


82


151 Brass sieve 200mm Dia. (2.36mm.) Nos. 6





156 Brass sieve 200mm Dia.(600mic.) Nos. 10

157 Brass sieve 200mm Dia.(425mic.) Nos. 2

158 Brass sieve 200mm Dia. (300mic.) Nos. 6




162 LID & PAN Nos. 6

163 Rubber Hammer Nos 4

164 Absolute Viscometer Nos. 2

165 Cassgrand APP. For (LL/PI) Nos 2

166 Calcium Carbide for RMM Nos. 20

167 Cutter Scale For Proctor Nos 8

168 RMM Nos. 6

169 Cylinder for bulk Density of Aggregate Nos 2

170 Soundness Test APP. (Cement) Nos. 4

171 AIV APP. Nos. 3

172 Pychnometer Bottle For SPG Nos 8

173 Marshall Moulds Base Plate Nos 29

174 Marshall Moulds Base Plate Nos 11


83

4.4 Summary of Number of Tests Conducted – Section 1 & Section 2

SL NO DESCRIPTION TYPE OF TEST FREQUENCY OF TESTING

NO.OF TEST CONDUCTED

TILL LAST MONTH


FOR THE MONTH


TO DATE

TEST WITNESSEDD BY IE / NHAI

FOR THE MONTH

REMARKS

PASS FAIL

1 OGL

Gradation 1 Tests/ 250 Rm 494 2 496 Proctor 1 Tests/ 250 Rm 494 2 496 Atterberg Limits 1 Tests/ 250 Rm 494 2 496 Free Swell Index 1 Tests/ 250 Rm 494 2 496 CBR 1 Tests/ 250 Rm 24 24 Field Density 1 Test/3000 m2 4043 144 4187 84

2 BORROW AREA MATERIAL

Gradation 2 Tests/ 3000 m3 902 52 954 10 Proctor 2 Tests/ 3000 m3 902 50 952 Atterberg Limits 2 Tests/ 3000 m3 902 50 952 Free Swell Index 2 Tests/ 3000 m3 884 50 934 CBR 1 Tests/ 3000 m3 397 20 417

3 ROADWAY

EXCAVATED MATERIAL

Gradation 2 Tests/3000 m3 274 10 284 Proctor 2 Tests/ 3000 m3 273 10 283 Atterberg Limits 2 Tests/ 3000 m3 273 10 283 Free Swell Index 2 Tests/ 3000 m3 274 10 284 CBR 1 Test/ 3000 m3 95 5 100

4 EXISTING

SHOULDER MATERIAL

Gradation 1 Tests/ 500 Rm 98 98 Proctor 1 Tests/ 500 Rm 98 98 Atterberg Limits 1 Tests/ 500 Rm 98 98 Free Swell Index 1 Tests/ 500 Rm 98 98 CBR 1 Tests/ 500 Rm 29 13 29

5 SUB GRADE AFTER EXCAVATION

Gradation 1 Tests/ 500 Rm 255 13 268 Proctor 1 Tests/ 500 Rm 292 13 305 Atterberg Limits 1 Tests/ 500 Rm 292 13 305 Free Swell Index 1 Tests/ 500 Rm 255 9 268 CBR 1 Tests/ 500 Rm 242 10332 251

6 FIELD DRY

DENSITY (FDD) TEST

Embankment Layer 1 Density measurement/1000 m2 80818 1977 33 91183 1451 Subgrade layer 1 Density measurement/500 m2 70271 264 10 72258 301 Shoulder 1 Density measurement/500 m2 1116 1380

7 GRANULAR

SUBBASE [G.S.B ]

Gradation 1 Test/ 200 m3 2000 99 Proctor As required 122 Atterberg's Limits 1 Test/ 200 m3 1834 99 CBR As required 40 10 % Fines Value As required 100 Field Density 1 Density measurement/500 m2 9610 563


84



TILL LAST MONTH


FOR THE MONTH


TO DATE


FOR THE MONTH

REMARKS

PASS FAIL

8 WET MIX

MACADAM [ W.M.M ]

Gradation of Mix Agg. 1 Test/ 100 m3 3001 225 3226 34 Atterberg's Limits 1 Test/ 100 m3 2957 173 3130 3 Proctor As required 4 5 9 2 AIV Test 1 Test/ 200 m3 1900 118 2018 13 Fl& El Test 1 Test/ 200 m3 1867 118 1985 5 Water Absorption As required 4 8 12 4 Field Density 1 Density measurement/500 m2 11208 622 11830 152

9 PRIME /TACK COAT Quality of binder 2 Samples / lot 56 3 59 Rate of Spread of Binder 2 Tests/ Day 2856 221 3077 37

10 BITUMEN

Viscosity Test 3 Test / lot 381 27 408 6 Softening Point 3 Test / lot 381 27 408 6 Penetration Test 3 Test / lot 382 27 409 6 Ductility Test As & when Required 6 2 8

11

DENSE BITUMINOUS

MACADAM [D.B.M]

Mix Gradation 1 test / 400 MT/ Min. 2 test / day / plant 2892 210 3102 8

Agg. Impact Value 1 Test/ 350 m3 456 33 489 5 Fl & El (Combined) 1 Test/ 350 m3 444 33 477 3 Stripping Value 3 Samples / Source 3 3 Sp. Gravity & W. Absorption As & when Required 52 52

Stability of Mix 1 test / 400 MT/ Min. 2 test / day / plant 633 40 673 7

Control of binder & Grada in the mix

1 test / 400 MT/ Min. 2 test / day / plant 626 42 668 8

Gradation after Extraction


Field Density (Core) 1/ 700 m2 1598 95 1693 19 GMM of Mix 1 test / 400 MT/ Min. 2 test / day /

plant 645 42 687 9

12 BITUMINOUS

MACADAM [B.M]

Mix Gradation 1 test / 400 MT/ Min. 2 test / day / plant

Agg. Impact Value 1 Test/350 m3 F1& E1 Indices 1 Test/ 350 m3 Stripping Value 3 Samples / Source


85



TILL LAST MONTH


FOR THE MONTH


TO DATE


FOR THE MONTH

REMARKS

PASS FAIL Sp. Gravity & W. Absorption As & when required Control of binder & Grade in the mix

1 test / 400 MT/ Min. 2 test / day / plant

Field Density (Core) 1/ 700 m2

13 SEMI DENSE BITUMINOUS

CONCRETE (SDBC)

Mix Gradation 1 test / 400 MT/ Min. 2 test / day / plant 26 26

Agg. Impact Value 1 Test/350 m3 3 3 F1& E1 Indices 1 Test/ 350 m3 1 1 Stripping Value 3 Samples / Source Sp. Gravity & W. Absorption As & when required 8 8

Stability of Mix 1 test / 400 MT/ Min. 2 test / day / plant 5 5

Control of binder & Grade in the mix

1 test / 400 MT/ Min. 2 test / day / plant

Gradation after Extract 1 test / 400 MT/ Min. 2 test / day / plant

Field Density (Core) 1/ 700 m2 GMM of Mix 1 test / 400 MT/ Min. 2 test / day /

plant

14

BITUMINOUS CONCRETE

[ B.C]

Mix Gradation 1 test / 400 MT/ Min. 2 test / day / plant 81 8 89 1

Agg. Impact Value 1 Test/350 m3 10 2 12 Fl& El Indices 1 Test/350 m3 10 2 12 Stripping Value 3 Samples / Source 9 9 Sp. Gravity & W. Absorption As & when required 42 42

Stability of Mix 1 test / 400 MT/ Min. 2 test / day / plant 173 2 175 2

Control of binder & Grada in the mix


Gradation after Ext. 1 test / 400 MT/ Min. 2 test / day / plant 2

1

Field Density 1/ 700 m2 7 7 7 GMM of Mix 1 test / 400 MT/ Min. 2 test / day / 58 2 60 1


86



TILL LAST MONTH


FOR THE MONTH


TO DATE


FOR THE MONTH

REMARKS

PASS FAIL plant

15

CONCRETE

M-15 Grade 07 Days (Sets) As per MoRT&H 2571 194

2765 3

28 Days (Sets) 3322 314

3636 7 M-20 Grade 07 Days (Sets) As per MoRT&H 978 123

1101

28 Days (Sets) 1330 310

1640 3 M-20 Grade(Kerb) 07 Days (Sets) As per MoRT&H 582 67

649

28 Days (Sets) 874 155

1029 28 M-30 Grade 07 Days (Sets) As per MoRT&H 2973 216 3189 6

28 Days (Sets) 4591 429 5020 92 M-35 Grade 07 Days (Sets) As per MoRT&H 3402 285

3687 5 28 Days (Sets) 5792 561

6353 113

M-40 Grade 07 Days (Sets) As per MoRT&H 717 121

838 1 28 Days (Sets) 1218 160

1378 13

M-45 Grade 07 Days (Sets) As per MoRT&H 602 28 630

28 Days (Sets) 878 54 932 6

16 SHOTCRETE / SFRS

M -25 Grade Cubes 07 Days One set / day work for shotcrete

& SFRS 473 59 532

28 Days 654 120 774 4 Core 07 Days

One set / day work for SFRS 356 57 413

28 Days 328 66 394 8 Beams 07 Days 219 29 348 28 Days 186 10 196 2

17 DLC 07 Days One set / 1000 Sqm 35 23

28 Days 3 Density Holes / 200 Sqm 234 186


87



TILL LAST MONTH


FOR THE MONTH


TO DATE


FOR THE MONTH

REMARKS

PASS FAIL

18 PQC

M-40 Grade Cubes 07 Days (Sets)

As per MoRT&H

45 20 65 10

28 Days 61 6 67 1 Beams 07 Days 9 4 28 Days (Sets) 2 1

19 CEMENT

Consistency 1 Test / Lot 111 5 116 1 Initial and Final Setting Time 1 Test / Lot 111 5 116 1 Specific Gravity 1 Test / Lot 14 14 Soundness 1 Test / Lot 108 5 113

Finness 1 Test / Lot 111 5 116 1 Compressive Strength 1 Test / Lot 316 16 332 1 20 CEMENT GROUT Compressive Strength 1 Test / Lot 232 232 21 CEMENT MORTAR Compressive Strength 1 Set / Day 96 57 153 4 22 WATER Water Tests As Required 21 2 23

23 STEEL

32mm dia. 2 Samples / 100 MT 57 10

67 25 mm dia. 2 Samples / 100 MT 56 10

66

20 mm dia. 2 Samples / 100 MT 54 9

63 16 mm dia. 2 Samples / 100 MT 85 10

95

12 mm dia. 2 Samples / 100 MT 65 12

77 10 mm dia 2 Samples / 100 MT 58 9

67

8 mm dia 2 Samples / 100 MT 21 6

27 HT Strands 1 Test / Each Coil / Lot 47 12

59

24 FINE AGGREGATE

Sieve Analysis 1 Test Per Day 2756 174 2930 8 Sp. Gravity & W.

Absorption As required 46 3 49 1

Organic Impurities As required

25

COARSE AGGREGATES

Sieve Analysis 1 Test Per Day 7310 585 7895 24 Sp. Gravity &W. Absorption As required 81 5 86 3 A I V Tests 1 Test Per Day 367 17 384 4 Soundness Tests As required 2 2 E.I & F.I Index 1 Test Per Day 387 17 404 4

26 CALIBRATION Batching Plant Every 3 month 47 4 51 3 Lab. Equipments As per ITP 314 36 350 4


88

4.5 Weather Report – Section 1

SR. No DATE RAIN FALL IN (MM)

CUMM RAIN FALL

IN (MM)

HUMIDITY (%)

TEMPRATURE 0C

8:00 AM

MIN MAX

1 01-Dec-14 0 2320.6 51 12.3 27.6

2 02-Dec-14 0 2320.6 49 11.2 27.5

3 03-Dec-14 0 2320.6 49 11.3 27.1

4 04-Dec-14 0 2320.6 44 11.0 27.2

5 05-Dec-14 0 2320.6 44 10.1 26.5

6 06-Dec-14 0 2320.6 48 9.3 24.9

7 07-Dec-14 0 2320.6 45 9.2 25.3

8 08-Dec-14 0 2320.6 44 9.1 27.1

9 09-Dec-14 0 2320.6 46 10.5 26.3

10 10-Dec-14 0 2320.6 44 9.3 24.4

11 11-Dec-14 0 2320.6 50 11.0 22.7

12 12-Dec-14 0 2320.6 51 7.0 22

13 13-Dec-14 0 2320.6 55 7.5 24.5

14 14-Dec-14 0 2320.6 44 7.2 22.1

15 15-Dec-14 0 2320.6 41 6.4 21.1

16 16-Dec-14 0 2320.6 53 4.7 20.3

17 17-Dec-14 0 2320.6 49 4.0 21.7

18 18-Dec-14 0 2320.6 45 4.9 21.1

19 19-Dec-14 0 2320.6 45 7.5 22

20 20-Dec-14 0 2320.6 46 4.9 22.6

21 21-Dec-14 0 2320.6 50 5.3 22.8

22 22-Dec-14 0 2320.6 49 7.7 24.2

23 23-Dec-14 0 2320.6 50 9.5 23.9

24 24-Dec-14 0 2320.6 53 8.7 23.8

25 25-Dec-14 0 2320.6 53 6.6 23.3

26 26-Dec-14 0 2320.6 39 5.1 22.8

27 27-Dec-14 0 2320.6 42 5.8 22.4

28 28-Dec-14 0 2320.6 41 3.8 20.8

29 29-Dec-14 0 2320.6 43 5.0 18.9

30 30-Dec-14 0 2320.6 44 5.3 18.8

31 31-Dec-14 2 2320.6 52 8.6 20.3


89

4.6 Weather Report – Section 2

SR. No DATE RAIN FALL IN (MM)

CUMM RAIN FALL

IN (MM)

HUMIDITY (%)

TEMPRATURE 0C

8:00 AM

MIN MAX

1 01-Dec-14 0 2171 44 13.70 29.80

2 02-Dec-14 0 2171 44 13.90 31.70

3 03-Dec-14 0 2171 40 13.70 30.70

4 04-Dec-14 0 2171 44 11.50 27.70

5 05-Dec-14 0 2171 45 11.20 27.50

6 06-Dec-14 0 2171 43 10.60 26.90

7 07-Dec-14 0 2171 44 10.20 25.90

8 08-Dec-14 0 2171 44 10.40 26.70

9 09-Dec-14 0 2171 43 9.80 25.70

10 10-Dec-14 0 2171 43 9.60 24.50

11 11-Dec-14 0 2171 46 10.60 22.80

12 12-Dec-14 0 2171 47 7.40 22.00

13 13-Dec-14 0 2171 49 7.20 23.50

14 14-Dec-14 0 2171 48 6.60 24.10

15 15-Dec-14 0 2171 46 5.50 25.50

16 16-Dec-14 0 2171 44 3.50 20.00

17 17-Dec-14 0 2171 47 3.60 20.10

18 18-Dec-14 0 2171 44 4.00 21.00

19 19-Dec-14 0 2171 43 6.10 21.40

20 20-Dec-14 0 2171 45 4.20 22.00

21 21-Dec-14 0 2171 43 4.60 21.20

22 22-Dec-14 0 2171 47 4.10 21.50

23 23-Dec-14 0 2171 46 4.40 22.10

24 24-Dec-14 0 2171 40 3.80 21.40

25 25-Dec-14 0 2171 42 4.00 22.80

26 26-Dec-14 0 2171 39 5.20 21.90

27 27-Dec-14 0 2171 40 4.40 22.70

28 28-Dec-14 0 2171 48 4.30 22.50

29 29-Dec-14 0 2171 39 4.80 22.80

30 30-Dec-14 0 2171 35 4.00 23.00

31 31-Dec-14 0 2171 34 3.40 22.70


90

4.7 Calibration Plan - Section 1 Sl. No.

Description of the Equipment / Device

Equipment code/ Identification

Calibration Agency

Frequency of Calibration

Calibration Varifying Document

Date of Calibration

Next Due Date of

Calibration Remark

1 Electronic Balance 200 Kg SEL/QC/SEC-1/EQ-6/8 EIE Ahamadabad 1 Year Available in Records 05.12.2014 04.12.2015







8 Electronic Balance 550 gm SEL/QC/SEC-1/EQ-6/7 EIE Ahamadabad 1 Year Available in Records 05.12.2014 04.12.2015

9 CTM 2000 KN Digital SEL/QC/SEC-1/EQ-34 EIE Ahamadabad 1 Year Available in Records 05.12.2014 04.12.2015

10 CTM 2000 KN SEL/QC/SEC-1/REL/13004/1 Rahul Engineers 1 Year Available in Records 06.05.2014 05.05.2015 11 FTM 100 KN SEL/QC/SEC-1/EQ-40 EIE Ahamadabad 1 Year Available in Records 05.12.2014 04.12.2015

12 Marshall Stability SEL/QC/SEC-1/EQ-61 EIE Ahamadabad 1 Year Available in Records 05.12.2014 04.12.2015

13 Proving Ring 25 KN SEL/QC/SEC-1/EQ-18 EIE Ahamadabad 1 Year Available in Records 05.12.2014 04.12.2015

14 Proving Ring 50 KN SEL/QC/SEC-1/EQ-17 EIE Ahamadabad 1 Year Available in Records 05.12.2014 04.12.2015

15 Cooling Bath SEL/QC/SEC-1/EQ-60 EIE Ahamadabad 1 Year Available in Records 05.12.2014 04.12.2015

16 Absolute Viscometer SEL/QC/SEC-1/EQ-77 EIE Ahamadabad 1 Year Available in Records 12.09.2014 11.09.2015 17 Tar Viscometer SEL/QC/SEC-1/EQ-78 EIE Ahamadabad 1 Year Available in Records 10.10.2014 09.10.2015 18 Casegranda App. SEL/QC/SEC-1/EQ-16 In House 1 Year Available in Records 05.02.2014 04.02.2015

19 Cone Penetrometer SEL/QC/SEC-1/EQ-15 In House 1 Year Available in Records 05.02.2014 04.02.2015

20 Surcharg Weights SEL/QC/SEC-1/EQ-25/1-36 In House 1 Year Available in Records 05.02.2014 04.02.2015

21 Crushing Mould SEL/QC/SEC-1/EQ-29 In House 1 Year Available in Records 01.03.2014 28.02.2015

22 Vicat Apparatus SEL/QC/SEC-1/EQ-36/1-2 In House 1 Year Available in Records 28.02.2014 27.02.2015

23 Standard Penetrometer SEL/QC/SEC-1/EQ-54 In House 1 Year Available in Records 01.03.2014 28.02.2015

24 Softening Point App. SEL/QC/SEC-1/EQ-53 In House 1 Year Available in Records 01.03.2014 28.02.2015

25 Ductility App. SEL/QC/SEC-1/EQ-72 In House 1 Year Available in Records 01.03.2014 28.02.2015

26 Marshall Moulds SEL/QC/SEC-1/EQ-62/1-17 In House 1 Year Available in Records 02.03.2014 01.03.2015

27 Marshall Hammer SEL/QC/SEC-1/EQ-65/1-3 In House 1 Year Available in Records 02.03.2014 01.03.2015


91

Sl. No.

Description of the Equipment / Device

Equipment code/ Identification

Calibration Agency

Frequency of Calibration

Calibration Varifying Document

Date of Calibration

Next Due Date of

Calibration Remark

28 Sand Pouring Cylinder 200 mm SEL/QC/SEC-1/EQ-27/4-5 In House Every 3 months Available in Records 27.10.2014 25.01.2015 29 Sand Pouring Cylinder 150 mm SEL/QC/SEC-1/EQ-27/2-3 In House Every 3 months Available in Records 27.10.2014 25.01.2015

30 Sand Pouring Cylinder 100 mm SEL/QC/SEC-1/EQ-27/1 In House Every 3 months Available in Records 27.10.2014 25.01.2015

31 Nuclear Density Gauge SEL/QC/SEC-1/EQ-26 In House Every 3 months Available in Records 07.12.2014 06.03.2015 32 Rapid Moisture Meter (RMM) SEL/QC/SEC-1/EQ-31/1-3 In House Every 3 months Available in Records 07.12.2014 06.03.2015 Two RMM Out

of Order 33 Proctor Hammer Modified SEL/QC/SEC-1/EQ-3/1-7 In House Every 3 months Available in Records 02.11.2014 01.02.2015

34 Proctor Moulds Modified SEL/QC/SEC-1/EQ-1/1-4 In House Every 3 months Available in Records 02.11.2014 01.02.2015

35 Proctor Moulds Standard SEL/QC/SEC-1/EQ-2/1 In House Every 3 months Available in Records 02.11.2014 01.02.2015

36 CBR Moulds SEL/QC/SEC-1/EQ-20/1-19 In House Every 3 months Available in Records 02.11.2014 01.02.2015

37 Moisture Containers(Steel) SEL/QC/SEC-1/EQ-5/1-175 In House Every 3 months Available in Records 15.10.2015 13.01.2015

38 Constant temp. Bath SEL/QC/SEC-1/EQ-59 In House Every 3 months Available in Records 08.10.2014 06.01.2015

39 Prime Tack coat Tray SEL/QC/SEC-1/EQ-28/1-10 In House Every 3 months Available in Records 05.11.2014 04.02.2015

40 Conc. Cube Moulds SEL/QC/SEC-1/EQ-33/1-100 In House Every 3 months Available in Records 21.11.2014 20.02.2015

41 Slump Cone SEL/QC/SEC-1/EQ-42/1-6 In House Every 3 months Available in Records 22.12.2014 21.03.2015 CALIBRATION PLAN FOR PLANTS

42 Batching Plants No.1 @236.600 LHS BP/Swing satter-1 In House Every 3 months Available in Records 02.10.2014 01.01.2015

43 Batching Plants No.2 @216.600 LHS BP/Macons-1 In House Every 3 months Available in Records 09.10.2014 07.01.2015

44 Batching Plants No.3 @250.600 RHS BP/Swing satter-2 In House Every 3 months Available in Records 07.12.2014 06.03.2015

45 Batching Plants No.4 @252+490 RHS BP/Conmat CBP-200 In House Every 3 months Available in Records 24.11.2014 23.02.2015

46 Hot Mix Plant (HMP) @ 236+600 LHS HMP / Speco /1 In House Every 3 months Available in Records 05.12.2014 04.03.2015

47 WMM Plant @ 237+600 RHS Wmm / Max make In House Every 3 months Available in Records 13.11.2014 12.02.2015 CALIBRATION PLAN FOR STANDARD EQUIPMENT

48 S.S.Scale E- 1302189 EIE Ahamadabad 1 Year Available in Records 15.02.2014 14.02.2015

49 Vernior Caliper SEL/QC/SEC-1/EQ-47/2 EIE Ahamadabad 1 Year Available in Records 15.02.2014 14.02.2015

50 Glass Thermometer SEL/QC/SEC-1/EQ-46/10-20 EIE Ahamadabad 1 Year Available in Records 15.02.2014 14.02.2015

51 Digital Thermometer SEL/QC/SEC-1/EQ-46/1-9 EIE Ahamadabad 1 Year Available in Records 15.02.2014 14.02.2015


92

4.8 Calibration Plan -Section 2

Sl. No. Description of the Equipment / Device

Equipment code/ Identification Calibration Agency Frequency of

Calibration Calibration Verifying

Document Date of

Calibration

Next Due Date of

Calibration Remark

GENERAL TESTING EQUIPMENT 1 Electronic Balance ( 30 Kg) SEL/QC/SEC-2/EQ-4/1 EIE INST. PVT LTD 1 Year Available in Records 05.02.2014 04.02.2015

2 Electronic Balance ( 30 Kg) SEL/QC/SEC-2/EQ-4/2 EIE INST. PVT LTD 1 Year Available in Records 05.02.2014 04.02.2015




6 Electronic Balance ( 300 Gms) SEL/QC/SEC-2/EQ-4/6 EIE INST. PVT LTD 1 Year Available in Records 05.02.2014 04.02.2015

7 Electronic Balance ( 50 Kg) SEL/QC/SEC-2/EQ-4/7 EIE INST. PVT LTD 1 Year Available in Records 02.09.2014 01.09.2015 8 Pressure Gauge ( 2000KN) CTM SEL/QC/SEC-2/EQ-27 EIE INST. PVT LTD 1 Year Available in Records 05.02.2014 04.02.2015

9 Pressure Gauge ( 1000KN) CTM SEL/QC/SEC-2/EQ-27 EIE INST. PVT LTD 1 Year Available in Records 05.02.2014 04.02.2015

10 Pressure Gauge ( 500KN) CTM SEL/QC/SEC-2/EQ-27 EIE INST. PVT LTD 1 Year Available in Records 05.02.2014 04.02.2015

11 Pressure Gauge ( 2000KN) CTM SEL/QC/SEC-2/206+600 LHS RAHUL ENG. LAB 1 Year Available in Records 07.05.2014 06.05.2015 12 Pressure Gauge ( 1000KN) CTM SEL/QC/SEC-2/206+600 LHS RAHUL ENG. LAB 1 Year Available in Records 07.05.2014 06.05.2015 13 Pressure Gauge ( 500KN) CTM SEL/QC/SEC-2/206+600 LHS RAHUL ENG. LAB 1 Year Available in Records 07.05.2014 06.05.2015 14 Proving Ring (50 KN) SEL/QC/SEC-2/EQ-16/1 EIE INST. PVT LTD 1 Year Available in Records 05.02.2014 04.02.2015 15 Proving Ring (30 KN) SEL/QC/SEC-2/EQ-16/2 EIE INST. PVT LTD 1 Year Available in Records 05.02.2014 04.02.2015

16 Proving Ring (25 KN) SEL/QC/SEC-2/EQ-16/3 EIE INST. PVT LTD 1 Year Available in Records 05.02.2014 04.02.2015

17 Proving Ring (25 KN) SEL/QC/SEC-2/EQ-16/4 EIE INST. PVT LTD 1 Year Available in Records 05.02.2014 04.02.2015

18 Water Bath SEL/QC/SEC-2/EQ-46/2 In House Every 3 months Available in Records 03.11.2014 02.02.2015

19 Hot Air Oven (Small) SEL/QC/SEC-2/EQ-9 In House Every 3 months Available in Records 13.12.2014 12.03.2015 20 Hot Air Oven (Medium) SEL/QC/SEC-2/EQ-10 In House Every 3 months Available in Records 13.12.2014 12.03.2015

21 Hot Air Oven (Big) SEL/QC/SEC-2/EQ-11 In House Every 3 months Available in Records 13.12.2014 12.03.2015

22 Sand Pouring Cylinder (100 mm) SEL/QC/SEC-2/EQ-21/1 In House Every 3 months Available in Records 29.11.2014 28.02.2015






93

Sl. No. Description of the Equipment / Device

Equipment code/ Identification Calibration Agency Frequency of

Calibration Calibration Verifying

Document Date of

Calibration

Next Due Date of

Calibration Remark

27 Rapid Moisture Meter (RMM) SEL/QC/SEC-2/EQ-24/1-2 In House Every 3 months Available in Records 30.11.2014 01.03.2015

28 Proctor Moulds SEL/QC/SEC-2/EQ-1/1-5 In House Every 3 months Available in Records 03.12.2014 02.03.2015 29 Proctor Hammer SEL/QC/SEC-2/EQ-2/1-4 In House Every 3 months Available in Records 03.12.2014 02.03.2015

30 CBR Moulds SEL/QC/SEC-2/EQ-14/1-27 In House Every 3 months Available in Records 03.12.2014 02.03.2015

31 Moisture Containers SEL/QC/SEC-2/EQ-3/1-125 In House Every 3 months Available in Records 03.12.2014 02.03.2015 32 PC & TC Trays SEL/QC/SEC-2/EQ-57/1-10 In House Every 3 months Available in Records 07.12.2014 06.03.2015 33 Concrete Cube Moulds SEL/QC/SEC-2/EQ-26/1-88 In House Every 3 months Available in Records 05.12.2014 04.03.2015 34 Cement Grout Cube Moulds SEL/QC/SEC-2/EQ-29/1-8 In House Every 3 months Available in Records 05.12.2014 04.03.2015 35 Slump Cone & Temping Rod SEL/QC/SEC-2/EQ-30/1-8 In House Every 3 months Available in Records 05.12.2014 04.03.2015 36 Crushing Mould (10 % Fine value) SEL/QC/SEC-2/EQ-23 In House 1 Year Available in Records 12.03.2014 11.03.2015 37 Surcharge Weight SEL/QC/SEC-2/EQ-20/1-45 In House 1 Year Available in Records 12.03.2014 11.03.2015 38 Cone Penetrometer SEL/QC/SEC-2/EQ-12 In House 1 Year Available in Records 14.03.2014 13.03.2015 39 Cassagranda App. SEL/QC/SEC-2/EQ-13 In House 1 Year Available in Records 14.03.2014 13.03.2015 40 Standard Penetrometer SEL/QC/SEC-2/EQ-43 In House 1 Year Available in Records 31.03.2014 30.03.2015 41 Ring & Ball App.(Softening Point) SEL/QC/SEC-2/EQ-41 In House 1 Year Available in Records 31.03.2014 30.03.2015 42 Ductility Machine SEL/QC/SEC-2/EQ-45 In House 1 Year Available in Records 31.03.2014 30.03.2015 43 Marshall Moulds SEL/QC/SEC-2/EQ-49/1-21 In House 1 Year Available in Records 31.03.2014 30.03.2015 44 Marshall Hammer SEL/QC/SEC-2/EQ-50/1-5 In House 1 Year Available in Records 31.03.2014 30.03.2015 45 Absolute Viscometer SEL/QC/SEC-2/EQ-62 EIE INST. PVT LTD 1 Year Available in Records 17.10.2014 16.10.2015

CALIBRATION PLAN FOR PLANTS 1 Batching Plant @188+000 LHS MILLER/30 cum/BP-01 In House Every 3 months Available in Records 05.10.2014 04.01.2015 2 Batching Plant @206+600 LHS Schwing Stetter CP-30/BP-02 In House Every 3 months Available in Records 31.12.2014 30.03.2015 3 WMM Plant @188+000 LHS APOLLO Make/200TPH/WP01 In House Every 3 months Available in Records 01.12.2014 01.03.2015

4 Hot Mix Plant @188+000 LHS SPECO/160TPH/HMP-01 In House Every 3 months Available in Records 29.11.2014 28.02.2015 CALIBRATION PLAN FOR STANDARD EQUIPMENT

1 Digital Thermometer SEL/QC/SEC-2/EQ-35/7-8 EIE INST. PVT LTD 1 Year Available in Records 15.02.2014 14.02.2015

2 Glass Thermometer SEL/QC/SEC-2/EQ-36/1-2 EIE INST. PVT LTD 1 Year Available in Records 15.02.2014 14.02.2015

3 Steel Scale SEL/QC/SEC-2/001 EIE INST. PVT LTD 1 Year Available in Records 15.02.2014 14.02.2015

4 Digital Vernier Caliper SEL/QC/SEC-2/EQ-37 EIE INST. PVT LTD 1 Year Available in Records 15.02.2014 14.02.2015


94

5

LAPSES, DEFECTS/ DEFICIENCIES


95

5.1 LAPSES, DEFECTS/DEFICIENCIES:

1. IE Key Personnel and Sub Professionals have been checking the quality control tests. Concessionaire is being informed about defects immediately through NCR once it is noticed. The updated list of NCRs along with its status is given below.

Sl. N0. Particular Issue Date Issued vide Letter No.

001 Non Conformance observed in Embankment IIIrd Layer From Ch. 249 +775 to 249+960(L/S) 27.06.13 AA/UDR/NH-8/SUTPL/13/249

002 Maintenance of Existing Road. 08.07.13 AA/UDR/NH-8/SUTPL/13/296

003 Traffic Diversion Without Safety Provisions & Proper Crust. 16.08.13 AA/UDR/NH-8/SUTPL/13/395

004 Non achievement of Socketing Length/Design Founding Level for Pile No. P4/4 at Khari Major Bridge, Ch. 214+580 22.08.13 AA/UDR/NH-8/SUTPL/13/402

005 Damage to APPROVED Subgrade Top Surface (Ch. 247+740 to 247+870) 11.09.13 AA/UDR/NH-8/SUTPL/13/447

006 Non Conformance Observed for Backfilling of Hume Pipe Culvert Trenches @ Ch.231+249 and Ch. 231+332 11.09.13 AA/UDR/NH-8/SUTPL/13/448

007 Girder No. 11 casted for Banas Major Bridge - Defects 13.09.13 AA/UDR/NH-8/SUTPL/13/450

008 Hume Pipe laid @ Ch. 253+940 (LHS) is not in Line & Level 23.09.13 AA/UDR/NH-8/SUTPL/13/467

009 Damage to Existing Road from Ch. 234 + 640 to Ch. 234 + 710 & @ Ch. 182+600 23.09.13 AA/UDR/NH-8/SUTPL/13/468

010 Deviation from Drawings in Hume Pipe Culverts (List Attached) 24.09.13 AA/UDR/NH-8/SUTPL/13/471

011 Damage to Hume Pipe (LHS) in HPC @ Ch. 182+705 28.09.13 AA/UDR/NH-8/SUTPL/13/482

012 Defect of work for CUP at Ch. 254+525 28.09.13 AA/UDR/NH-8/SUTPL/13/483

013 Damage to Approved Service Road GSB Top Surface from Ch. 220+550 to Ch. 220+580 & Ch. 220+610 to Ch. 220+640 in RHS

04.10.13 AA/UDR/NH-8/SUTPL/13/493

014 Construction Works on Bypass and Realignment Sections proceeding without ‘consent’ of Plan & Profile Drawings 11.10.13 AA/UDR/NH-8/SUTPL/13/526

015 Non Conformation observed in 3rd layer of Embankment from Ch. 242+700 to 242+800 in LHS 18.10.13 AA/UDR/NH-8/SUTPL/13/551

016 Non Conformance observed for Backfilling of Hume Pipe Culvert @ Ch. 249+112 LHS 21.11.13 AA/UDR/NH-8/SUTPL/13/649

017 Open Cut Slope Stabilization for Tunnel Approach 22.11.13 AA/UDR/NH-8/SUTPL/13/653

018 Pile works for Elevated Flyover – 1 11.12.13 AA/UDR/NH-8/SUTPL/13/691

019 Improper Concrete Mixing Arrangement at Hume pipe factory for Manufacturing of Hume Pipes 19.12.13 AA/UDR/NH-8/SUTPL/13/700

020 Damage to Approved GSB Layer from Effluent coming from concrete Batching Plant at Camp-1, Negediya 19.12.13 AA/UDR/NH-8/SUTPL/13/701


96

021 Parapet wall damaged 23.12.13 AA/UDR/NH-8/SUTPL/13/711

022 Girder No. 18 Casted for Khari River Bridge at Casting Yard @ Ch. 214+507 – defects 09.01.14 AA/UDR/NH-8/SUTPL/14/742

023 Defects observed in the GSB Layer from Ch. 228+060 to 228+180 (LHS) and From Ch. 228+550 to Ch. 228+800 (RHS)

10.01.14 AA/UDR/NH-8/SUTPL/14/745

024 Transportation of DBM Mix to the Laying site without Covering 04.03.14 AA/UDR/NH-8/SUTPL/14/878

025 Observation on curing of RE Panels at @ Ch. 230+030 (LHS) casting yard 05.03.14 AA/UDR/NH-8/SUTPL/14/877

026 Cracks in Kerb 05.03.14 AA/UDR/NH-8/SUTPL/14/881

027 Defect's in leveling course (PCC) for Slab Culvert (RHS) @ Ch. 256+206 11.03.14 AA/UDR/NH-8/SUTPL/14/905

028 Defect's observed at Hume Pipe Culverts 19.03.14 AA/UDR/NH-8/SUTPL/14/919

029 M/s Bajrang Alloys Ltd. - For Tunnel Structural Steel Works 31.03.14 AA/UDR/NH-8/SUTPL/14/942

030 Major Defects in PSC Girder No. 02 Casted for Minor Bridge @ Ch. 184+192 11.04.14 AA/UDR/NH-8/SUTPL/14/980

031 Fixing of weep Holes in Side Drain 11.04.14 AA/UDR/NH-8/SUTPL/14/981

032 Segregation and oversized particles in DBM laid at LHS Service Road from Ch. 220+135 to Ch. 220+155 11.04.14 AA/UDR/NH-8/SUTPL/14/982

033 Deficiency in Thickness of DBM Cores 25.04.14 AA/UDR/NH-8/SUTPL/14/1019

034 Damage to Kerb 08.05.14 AA/UDR/NH-8/SUTPL/14/1034

035 Maintenance of Temporary Diversion from Ch. 204+400 to 204+600 (RHS) 08.05.14 AA/UDR/NH-8/SUTPL/14/1035

036 Protection of Existing Service Road LHS Elevated Flyover-2 08.05.14 AA/UDR/NH-8/SUTPL/14/1038

037 Oversized Rockfill Material and other Non Conformance 15.05.14 AA/UDR/NH-8/SUTPL/14/1056

038 Maintenance of Temporary Diversion from Ch. 183+600 to Ch. 183+750 (RHS) 28.05.14 AA/UDR/NH-8/SUTPL/14/1080

039 No. of Cracks and Undulation in Median Kerb from Ch. 250+540 to Ch. 250+660 (RHS) 28.05.14 AA/UDR/NH-8/SUTPL/14/1081

040 From Ch. 244+000 to Ch. 244+170 material found to be laid in both the sides from unapproved stockpile (Ch. 241+200) 30.05.14 AA/UDR/NH-8/SUTPL/14/1084

041 No. of Cracks and Undulation in Median Kerb from Ch. 248+730 to Ch. 248+250 (RHS) 21.06.14 AA/UDR/NH-8/SUTPL/14/1121

042 Oversized Material in GSB Stockyard @ Ch. 204+520 (RHS) 24.06.14 AA/UDR/NH-8/SUTPL/14/1125

043 Damage of Hume Pipe @ 224+750 (LHS) 10.07.14 AA/UDR/NH-8/SUTPL/14/1161


97

044 Oversized gravels (>200mm) in backfill material laid in 20th layer Behind abutment A2 (Udaipur End) of the Banas River Major Bridge

12.07.14 AA/UDR/NH-8/SUTPL/14/1168

045 Damage of Hume Pipe @ Ch. 248+020 Junction Location (RHS) 12.07.14 AA/UDR/NH-8/SUTPL/14/1169

046 Settlement of Approach Slab at Ch. 180+048 RHS 26.07.14 AA/UDR/NH-8/SUTPL/14/1202

047 Repair of HPC head wall @ Ch. 248+030 (RHS) 06.08.14 AA/UDR/NH-8/SUTPL/14/1224

048 Development of Potholes on newly laid DBM Surface 11.08.14 AA/UDR/NH-8/SUTPL/14/1235

049 Maintenance of Existing Road, Newly Constructed Service Road and Diversions 11.08.14 AA/UDR/NH-8/SUTPL/14/1236

050 Settlement of Approach Slab at Ch. 178+451 (LHS) 11.08.14 AA/UDR/NH-8/SUTPL/14/1234

051 Improper Repair Work for Culvert @ Ch. 239+055 11.08.14 AA/UDR/NH-8/SUTPL/14/1237

052 Development of Pot Holes in DBM on Carriageway. 28.08.14 AA/UDR/NH-8/SUTPL/14/1270

053 Full width transverse crack in DBM near the approach of A1 side of the Banas River Major Bridge at Ch. 218+135 (RHS) 03.09.14 AA/UDR/NH-8/SUTPL/14/1275

054 Defect / Damages in Box Culvert @ 241+868 09.09.14 AA/UDR/NH-8/SUTPL/14/1283

055 Impression of Joint is improper @ Ch. 208+690 Flyover (LHS) 26.09.14 AA/UDR/NH-8/SUTPL/14/1309

056 Damage to Primed WMM Top Layer for Ch. 243+830 to Ch. 244+750 in LHS 29.09.14 AA/UDR/NH-8/SUTPL/14/1313

057 Defects observed on Hume Pipes at Factory unit @ Ch. 213+340 (RHS) 18.10.14 AA/UDR/NH-8/SUTPL/14/1340

058 Major defect in stressing of PSC Box Girder @ Elevated flyover -2 Ch: 220+600 span P17-P18 (RHS) 07.11.14 AA/UDR/NH-8/SUTPL/14/1366

059 Damage on foothpath slab of existing Banas Major Bridge @ Ch: 218+268 07.11.14 AA/UDR/NH-8/SUTPL/14/1367

060 Defect in work for Minor bridge @ design Ch: 180+048 14.11.14 AA/UDR/NH-8/SUTPL/14/1379

061 Defect in coping beam of R.E. Panels of VUP @ design Ch: 232+135 14.11.14 AA/UDR/NH-8/SUTPL/14/1380

062 Deviation of work from Consented Drawing for U-type return wall of PUP @ Ch. 184+870 15.11.14 AA/UDR/NH-8/SUTPL/14/1382

063 Defect of work for PUP at Ch. 239+319 19.11.14 AA/UDR/NH-8/SUTPL/14/1393

064 Defect in work for Minor Bridge @ Ch. 193+538 (LHS) 25.11.14 AA/UDR/NH-8/SUTPL/14/1409

065 Improper Level of drainage pipes fixed in Crash Barrier (RHS) @ Ch. 214+507 Khari River Bridge. 25.11.14 AA/UDR/NH-8/SUTPL/14/1410

066 Defect in work for Minor Bridge @ Ch. 193+538 (LHS) 03.12.14 AA/UDR/NH-8/SUTPL/14/1435


98

067 Reinforcement for Retaining wall A2 LHS @ Ch. 240+725 Minor Bridge submerged in water and rusted. 04.12.14 AA/UDR/NH-8/SUTPL/14/1445

068 Defect in work for Box Culvert @ Design Ch. 224+403 19.12.14 AA/UDR/NH-8/SUTPL/14/1474

069 Pot holes and water logging in Service road @ Ch. 220+230 to Ch. 220+450 26.12.14 AA/UDR/NH-8/SUTPL/14/1493

070 Defect in work for minor Bridge @ Ch. 239+626 27.12.14 AA/UDR/NH-8/SUTPL/14/1495

071 Segregation of concrete at bottom slab of Box Girder Elevated Flyover – 2 @ Ch. 220+600 Span P18-P19 RHS 27.12.14 AA/UDR/NH-8/SUTPL/14/1496

2. Safety Measures provided by the Concessionaire at the working areas are not sufficient. Concessionaire is advised to take necessary steps to improve the safety measures immediately as there is an urgent need to provide all the required traffic control & safety devices viz, signs, delineators, flashers, barricades, etc. at the work sites as per relevant standards viz, IRC:SP 84-2009, IRC SP 55 & IRC 67:2001 where lapses observed.

3. Safety at work locations are not adequate and shall be improved especially for working at high levels, by providing safe access / platforms etc and labors shall wear PPE.

4. Concessionaire has been repeatedly reminded to take strict measures to avoid transporting over sized material from borrow area/roadway cutting site for embankment/sub-grade and rockfill embankment construction. Any over sized material brought to the construction site shall be removed immediately. The size of the material should conform to the MORT&H Clause 305.2.1.4 for embankment/sub-grade & 313.2 for rockfill embankment.

5. Occupational Health: - The workers working in the Construction zone are working without Personal protective Equipment. Concessionaire is suggested to provide first aid kit near Crusher Plant, Batching Plant and near Work place.

6. Dust control measures taken at crushers, hot mix plants and on haulage roads, quarry areas, works sites etc, water sprinklers are inadequate and needs to be improved (Violation of EP act). At present the frequency of water sprinkling for dust suppression is found to be once in a day. Regular sprinkling water shall be ensured on such roads/camp area so that no dust is generated due to vehicular movement. There is no logbook for the water sprinkling tanks and it is difficult to verify the same.

7. Base camp road found without metal road. Vehicle movement area at the plant site shall have metal road. Base camp is very close to NH road. Wind breaking wall shall be constructed to arrest the dust for the road user. Regular cleaning and wetting of the ground shall be under taken within the premises.

8. Settling tank near Concrete Batching Plant is not available at both the camp. Concrete effluent from the batching Plant spread and contaminated to precious top soil and agriculture land. No action taken from the concessionaire side to preserve the valuable top soil.

9. Debris accumulated within ROW throughout the Project stretch shall be removed on priority.

10. Toe line for each and every layer shall be marked before conducting test. Also, Embankment/Sub-grade should be built sufficiently wider than the toe for proper compaction and future trimming to required slope.

11. Reference pillars shall be fixed at suitable interval with layer markings for proper control of layer thickness at site.

12. Concessionaire has been asked to use guide channels for supporting shuttering plates for structure works to flush the joints properly.

13. Curing for all concrete works shall be improved.


99

6 PLANS/DRAWINGS


100

6.1 Plans / Drawings:

6.1.1 Highway:

Sl. No. Subject Chainage

C’re Submittal 1 C’re Submittal 2, 3, 4, 5… C’re Submittal Final Remarks

From To

1 Submission of Typical Cross Section for stamping 177+000 260+100 Consented by IE

2 Submission of Plan & Profile MCW 177+000 260+100 Consented by IE with Comments

3 Submission of Plan & Profile S / R 177+000 220+000 Consented by IE

4 Submission of Plan & Profile S / R 220+000 260+000 Consented by IE

5 Submission of Pavement Design Report. Consented by IE

6 Traffic Diversion Plan Consented by IE

7 Truck Lay Bye Consented by IE

8 Bus Bay Consented by IE

9 Median Opening Consented by IE

10 Metal Beam Crash Barrier Consented by IE

11 Major Junction Consented by IE

12 Minor Junction Consented by IE

13 Kilometer Stone, 200 m Stone and Boundary Stone Consented by IE


101

6.1.2 Structure:

S. No. Design Ch. Type of

Str.

Span Arrangement as per

CA

Span Arrangement as

Consented

FOUNDATION SUB-STRUCTURE SUPTER STRUCTURE

Subm

ittal

-1 f

rom

C

're

/ Dat

e

Com

men

ts-1

by

IE

/ D

ate

Subm

ittal

-2 f

rom

C

're

/ Dat

e

Com

men

ts-2

by

IE

/ D

ate

Fina

l Su

bmitt

al

from

C'r

e / D

ate

Fina

l C

omm

ents

-by

IE /

Dat

e

Subm

ittal

-1 f

rom

C

're

/ Dat

e

Com

men

ts-1

by

IE

/ D

ate

Subm

ittal

-2 f

rom

C

're

/ Dat

e

Com

men

ts-2

by

IE

/ D

ate

Fina

l Su

bmitt

al

from

C'r

e / D

ate

Fina

l C

omm

ents

-by

IE /

Dat

e

Subm

ittal

-1 f

rom

C

're

/ Dat

e

Com

men

ts-1

by

IE

/ D

ate

Subm

ittal

-2 f

rom

C

're

/ Dat

e

Com

men

ts-2

by

IE

/ D

ate

Fina

l Su

bmitt

al

from

C'r

e / D

ate

Fina

l C

omm

ents

-by

IE /

Dat

e

A MNB (New)

1 245+329 do 2 x 20 2 x 20 √ √ √ √ √ √

B MNB (Rehab. + widening)

2 178+451 RCC solid slab

2 x 3.5 1 x 7.4 √ √ √

C Major Bridge (New)

3 214+507 RCC

Tbeam + slab

18 x 12.20 9 x 24.40 √ √ √ √ √ √ √

4 218+268 RCC

Tbeam + slab

12 x 20 12 x 20 √ √ √

D Elevated Flyovers

4 219+775 To 220+173

Box Girder 20 x 19.9 1 x 19.90 + 1 x

30 + 18 x 19.90 √ √ √

5 220+179 to 221+029

Box Girder

4 x 40 + 4 x 41.11 + 2 x 37 + 3 x 43.85 + 7 x 41.43

14 x 20.275 + 6 x 41.10 + 16 x 20 √ √ √ √ √ √ √ √ √ √ √ √ √

E CULVERTS 6 219.465 Box √ √ √

7 238.385 Slab/Box

1 x 1.50 ( Slab ) √ √ √ √ √ √

8 223.713 / 223.833 Pipe

General Arrangement drawing

√ √ √


102

S. No. Design Ch. Type of

Str.

Span Arrangement as per

CA

Span Arrangement as

Consented

FOUNDATION SUB-STRUCTURE SUPTER STRUCTURE

Subm

ittal

-1 f

rom

C

're

/ Dat

e

Com

men

ts-1

by

IE

/ D

ate

Subm

ittal

-2 f

rom

C

're

/ Dat

e

Com

men

ts-2

by

IE

/ D

ate

Fina

l Su

bmitt

al

from

C'r

e / D

ate

Fina

l C

omm

ents

-by

IE /

Dat

e

Subm

ittal

-1 f

rom

C

're

/ Dat

e

Com

men

ts-1

by

IE

/ D

ate

Subm

ittal

-2 f

rom

C

're

/ Dat

e

Com

men

ts-2

by

IE

/ D

ate

Fina

l Su

bmitt

al

from

C'r

e / D

ate

Fina

l C

omm

ents

-by

IE /

Dat

e

Subm

ittal

-1 f

rom

C

're

/ Dat

e

Com

men

ts-1

by

IE

/ D

ate

Subm

ittal

-2 f

rom

C

're

/ Dat

e

Com

men

ts-2

by

IE

/ D

ate

Fina

l Su

bmitt

al

from

C'r

e / D

ate

Fina

l C

omm

ents

-by

IE /

Dat

e

9

Retaining Wall for Minor Bridge (12 nos.) & Major Bridge (2 nos.) PCC retaining wall

√ √ √ √

10 Reinforced earth wall √ √ √ √ √ √ √

11 184+870 (COS) PUP √ √ √ √ √ √

12 Toll Plaza

Toll Tunnel &Toll well

√ √ √


103

7

TRAFFIC & SAFETY MEASURES


104

7.1 TRAFFIC & SAFETY MEASURES: The Concessionaire has been advised to comply with the provisions of Concessionaire Agreement, Applicable Laws and Permits; Manual for Safety in Road Design issued by MORTH, Relevant Standards/Guidelines of the relevant IRC codes and conforms to Good Industry Practice for securing the safety of the Users. In particular, the Concessionaire shall develop, implement and administer a surveillance and safety programme for providing a safe environment on or about the Project Highway, and shall comply with the safety requirements set forth in Schedule-L.

7.2 Safety Measures during Development Period: As per Schedule – L, Authority is supposed to appoint a Safety Consultant within 90 days of the Agreement and Concessionaire shall provide to the Safety Consultant the relevant drawings containing the design details (the “Safety Drawings”) and its recommendations shall be forwarded to the Independent Engineer for review and comments. The Safety Consultant shall prepare a Safety Report in close association with the Concessionaire and submit it to Authority. IE has advised NHAI regarding appointment of the “Safety Consultant” vide letter no. AA/UDR/NH-8/NHAI/13/076 dated 09/04/2013. The Concessionaire shall endeavour to incorporate the recommendations of the Safety Report during development period.

The Development Period is over and more than a year of Construction Period has lapsed but Safety Report is not yet received for IE’s review and comments.

7.3 Safety Measures during Construction Period:

7.3.1 General Observations.

1. To achieve the main objectives of Traffic Management Plan the following steps are required to be taken by Concessionaire.

• Ensure that delays and traffic congestion are kept to a minimum and within acceptable levels. • Ensure that appropriate/sufficient warning and information signs are installed and that

adequate guidance is provided to delineate the travel paths through the work site. • Ensure that the work area is free of hazards and that all road users are adequately protected

from excavations and obstructions. • Ensure that all needs of road users, motorists, pedestrians, cyclists, public transport passengers

are accommodated at and through the work site.

2. A temporary diversion road shall basically satisfy the following requirements. • It shall have smooth horizontal and vertical profile with smooth vertical and horizontal curves. • It shall not be overflowed by flood or drainage discharge under any circumstances. • It shall have adequate capacity to cater for the expected traffic. • It shall be dust free and shall ensure clear visibility at all times of day and night. • It should be barricaded to prevent construction material falling on the diversion.

3. For effective night visibility Delineators are required immediately at the stretches where concentric

widening is in the progress. Similarly, barricading with hard board is required at places where considerable difference in level is observed.

4. Delineators installed in the Chirwa Ghat Section are either dismantled or stolen. Concessionaire to arrange and reinstall these immediately.

5. Concessionaire for safety requirements shall abide at all times by the provisions of approved Safety and Health Plan, manual for Safety of Road Design issued by MORTH, provisions of this Agreement and relevant Standards/Guidelines of IRC.

6. Safety Measures provided by the concessionaire at the working areas are not sufficient. Concessionaire is advised to take necessary steps to improve the safety measures immediately as there is an urgent need to provide all the required traffic control & safety devices viz, signs, delineators,


105

blinkers, barricades, etc. at the work sites as per relevant standards viz, Technical Specifications IRC SP 55 & IRC 67:2001.

7. Gunny bags and delineators provided are prone to get damaged and/or displaced easily by the regular traffic. These should be monitored regularly and replaced promptly when damaged and/or displaced.

8. All ‘Working Zone’ must be provided with adequate lateral & longitudinal buffer clearances as per IRC: SP: 55-2001.

9. Workers at site must be provided with necessary PPE viz, safety shoes, gloves, reflective jackets, helmets etc.

10. Traffic Diversions are potential accident spots since vehicles approach the diversions at high speeds. Appropriate temporary signs, delineators, blinkers, new jersy barriers & barricades, Flagmen, etc. must be provided at the diversions and at proper locations to guide the vehicles for safety.

11. Cautionary/Warning and Mandatory/Regulatory sign boards in sufficient nos. are required to be installed by the Concessionaire at vulnerable points all along the Project Highway for the safety and smooth flow of the traffic.

12. The Concessionaire has been asked to take necessary action on the deficiencies observed in the traffic safety measures taken, as indicated in the safety report, issued by IE.

13. Wherever deep excavation is done, stabilization of soil must be ensured by providing proper shoring measures acceptable to IE/NHAI.

14. Safety at work locations shall be improved especially for working at high levels, by providing safe access / platforms etc and labors shall wear PPE. Concessionaire shall take it seriously to avoid any accidents at site. It’s noted that unless safety measures are done properly, IE Personnel cannot take the risk and IE will not be able to check / inspect the works especially at higher levels.

Observations and Recommendations made by IE’s Road Safety Expert: Road Safety Inspection was conducted from 17 Nov 2014 to 21Nov 2014 by M/s Aarvee Associates represented by the following professionals: Mr. Biju Muthu, Road safety expert Mr. Rajan Kumar, Resident Engineer Mr. Lakshmi Narayan Prasad, Survey Engineer A meeting was conducted with concessionaire at their camp office on 19 Nov 2014. Mr. Talukdhar, GM (Quality control) & Mr. RP Singh (PM) and other senior professionals had attended the meeting. A separate workshop was also conducted for field engineers on 21 Nov to discuss the safety lapses & further precautions to be taken during the construction stages.

7.3.1.1 Highway Construction works

Chainage Observations Safety risk Measures to be taken

220KM – 220 450KM

• No barriers and no traffic management of a narrow lane with two way traffic

• No signs to warn or guide traffic

• No safety measures adopted for Traffic control Zones

• No lighting arrangements

• Moving vehicles entering into the construction zone

• danger to workers

• Provide Type IV barricade to segregate work zone and traffic

• The construction zone which is • flanked by a transition Zone for

each direction of approaching traffic with an advance warning Zone

• provide delineators for illumination at night

• provision for pedestrian path


106

Diversion@ multiple

chainages KM

198+470 198+650 199+850 200+150 202+120 202+340 203+650 205+380 210+250 210+470

• Diversion points are accident prone areas

• No advance warning for the drivers

• No warning signs for lane drop • No guidance and information

for the drivers about construction zone and speed limits

• Sudden lane change create confusion in the mind of drivers which creates accidents

• Road users not aware of speed limits or construction activities

• Traffic arrangements shall be provided in accordance with MORTH Specifications Clause 112, IRC :SP:55, IRC 67 and IRC 35

• Provide traffic control methods must get passing motorists attention, warn the drivers, slow the driver, guide the driver around the work site and return the driver to normal speed

195+700 km • Traffic plying on GSB • Unsafe practices

which could lead to accidents

• Ensure asphalt bituminous pavement layers for traffic movements

194+860 km

• Construction work without protection

• Equipments nearer to live traffic

• Could cause accidents

• Segregate work zone with from the traffic

180+820 km • Poor road condition • Accident prone • Provide bituminous concrete

219+700 km • Level difference on a curve

alignment • Cause toppling of

vehicles • Provide Type IV barricading

7.3.1.2 Tunneling works


Km 251+994 to

251+973

• No access control to site • Fire extinguisher not observed • Excessive dust emission • Improper PPE’s • Alarm facility not observed • Inadequate tunnel ventilation

• Workers at tunnel at the risk of safety

• Control access to site with proper entry/ exit register

• Provide alarm facility • Use of Safety vest and shoes

mandatory along with helmet • Improve ventilation • Provide fire extinguisher

conform to IS 2190:1992

7.3.1.3 Elevated Flyovers at Nathdwara and Rajsamand


Km 219 +775 to 220

+179 and from km

220+179 to 221+029

• Use of shuttering plates to form access arrangements

• Use of ladder made up of ballies

• Use of reinforcement bars as horizontal and diagonal bracings

• No risk assessment demonstrated for work at height

• Critically danger public and workers

• Ladders/stairways/ramps to be adequately secured and to be made with standard components

• Shall use standard built up frames by reputed manufactures and as per IS standards

• Proper barricading to be provided with limited access to


107

• No PPE’s • No segregation of traffic

between construction site & traffic

• No Provision for pedestrian • Construction site is open access

to public • Unsafe working conditions • Unsafe passage of persons • Gas cutting devices not

equipped • Workers engaged in work at

heights not equipped with safety belts

• Children observed at site • Street vendors at construction

site

construction site • Provide provision for

pedestrian movements • Remove street vendors and

unauthorized persons from the construction site

• Don’t allow workers to work at heights without safety belts and barricades

• Provide advance warning signs and Cautionary information

• Ensure lighting arrangement to improve night time visibility

• Site specific Traffic Management plan to be prepared and reviewed

• Deploy a full time safety supervisor at site

• Gas cutting devices shall be equipped with non return valve, flash back arrestor and pressure gauges

• No children/ public allowed at site

• Heavy equipment to be work with extreme precaution

• Ensure electrical cables are properly insulated

7.3.1.4 Other Major & Minor Structures


Multiple chainages

• No PPE’s • Deep excavations without

barricading and protection • Work at height without safety

belt

• Moving vehicles entering into the construction zone

• danger to workers

• Soil collapse

• Provide Type IV barricade to segregate work zone and traffic

• Provide earth protection measures

• Ensure workers equipped with PPE’s and safety belts

7.3.1.5 Site camps


Multiple chainages

• No first aid boxes at camp • In sufficient Safety slogan

• Risk to workers during emergency

• Improve safety awareness • Emergency response plans to be

established


108

7.3.1.6 Flyover at Kelwa 1 & 2


Km 192 – 192+500

• Construction site not segregated • Mix of public, traffic &

construction activity

• Critical to public safety

• Site specific traffic diversion and safety plan to be prepared

7.3.1.7 Proposed Median openings


Multiple chainages

• No waiting lanes • Few locations at at vertical

gradient

• Probable back to back collisions

• Provide cautionary and advance warning signs

• To be provided as per public requirement in concurrence with SP 84

7.3.2 Summary of findings and Recommendations

Safety measures provided by the concessionaire at the working zones are not comply with IRC Standards. The Concessionaire shall take necessary steps to improve the safety measures by providing signs, delineators, blinkers, barricades etc as per the IRC 55 7 IRC 67:2012 standards. Following are the recommendations made:

1. Authority shall appoint a Safety consultant as specified as per clause 4 of Schedule L of the concession agreement within 90 (Ninety) days from the date of concession agreement.

2. The concessionaire shall take proper and vigilant measures of traffic and safety measures at heavy urban settlement areas at the Flyovers locations viz Nathwara & Kalwa

3. The Concessionaire shall give emphasis shall be given to tunnel ventilation, communication system during emergencies and fire protection system

4. The concessionaire shall ensure regularity in placement of signs and sizes to follow as per IRC standards

5. Barricading of the site areas shall be as requirements and functionality – It must separates work zone and traffic flow

6. Prohibition of children below 14 years of age shall be adopted strictly

7. The Concessionaire shall adopt the following Safety awareness and precautions:

• Installation of Safety posters at base camps and offices

• Tool Box meeting and safety drills

• Risk assessment and precautionary measures at Flyover locations

• Fire Protection measures

• Compulsory disclosure of information regarding danger, detailed health and safety policy to workers especially working at confined areas

- Enforce proper PPE standards at site

- Ensure electrical and mechanical safety and checking of required licenses

- Recording of accidents and near misses to NHAI/ IE on Monthly Basis

- Deployment of required safety personnel, Inspection at regular basis and ensure proper maintenance of

safety measures at site.


109

8 PROJECT HIGHWAY MAINTENANCE


110

8.1 PROJECT HIGHWAY MAINTENANCE:

As the Construction period is in progress the Concessionaire, pursuant to Clause 12.2 (Article 12) of CA, shall maintain the existing road so that the traffic worthiness and safety thereof are at no time materially inferior as compared to its condition 7 (seven) days prior to the date of this agreement. Concessionaire shall at all times be responsible for ensuring safe operation of the project highway. Concessionaire has been advised several times for a joint survey to identify the affected stretches to determine the possible causes of the defects to finalize the treatment to be adopted, all in accordance with the specifications & standards. Compliance from the Concessionaire’s end is awaited.

Concessionaire shall regularly maintain the existing road in traffic worthy condition. Concessionaire to maintain also the earthen shoulder all along the existing road properly to avoid edge drop and keep it free from bushes and other undesirable vegetations.

The length of existing road to be maintained by the Concessionaire has reduced almost to one fourth of the initial length thus reducing Concessionaire’s scope of maintenance considerably. The major portions required to be maintained are Chirwa Ghat Section (Km. 255 to Km. 259) and Mohanpura-Eklingji-Delwara-Majera Section (Km. 240 to Km. 248).

Further, before taking up the maintenance work, Concessionaire has been asked to determine the possible causes of defects/deficiencies and treatment to be carried out accordingly and in accordance with the specifications.

Cat Eyes and Reflectors at curves are required to be fixed immediately. Edge Line and Centre Line marking with thermoplastic paint are missing at no. of places in the project road. Concessionaire to take immediate steps in this regard. Headwall/Parapet of all existing structures is required to be maintained and white washed by the Concessionaire. Defects like potholes and raveling have started again in the diversions requiring immediate attention. All the temporary diversions provided are required to be maintained in the traffic worthy condition during its operation periods.


111

9 PLANT & EQUIPMENT


112

9.1 PLANT & EQUIPMENT: The following Plant & Machinery is mobilized by the Concessionaire at site for the month of December-2014.

Status of Major Plant & Equipment(As per information provided by Concessionaire)

Sr. No Type of Equipment Total Make Remarks

1 Crusher Plant 02 Operational

2 Concrete Batch Mix Plant 05 Operational

3 Hot Mix Plant 02 Operational

4 WMM Plant 02 Operational

5 Mobile GSB Plant 05 Operational

6 Grader 09 3 Nos. Mitsubishi

6 Nos. L&T Komatsu

7 Excavator cum Breaker 23

7 Nos. L&T Komatsu

12 Nos. Tata Hitachi

4 Nos. Volvo

8 Soil Compactor 18 All Ingersoll Rand

9 Water Tanker 15 All Ashok Leyland

10 Sprayer 04 All Ashok Leyland

11 Vibratory Tandem Roller 09 3 nos. Ingersoll Rand & 6 nos. Hamm

12 Kerb Casting Machine 03 1 Nos. Macons + 2 Nos. Appolo

13 Mechanical Broom 03 Allwin

14 Concrete Pump 05 All Schwing Stetter

15 Tansit Mixer 22 All Ashok Leyland

16 Tractor 04 2 Nos. HMT

2 Nos. Mahindra

17 Baby Roller 01 Ingersoll Rand

18 Dozer 04 BEML

19 WMM Paver 05 IR 326 & 4 nos. Volvo

20 DBM Paver (9m) 04 Vogele & Titan

21 DBM Paver (5.5m) -

22 Slip form Paver 1 WRITGEN INDIA

23 Dumpers 78 TATA

24 Loader 5 JCB

25 Hydra 2 JCB

26 PTR 2 2 nos. INGERSOLL

27 JCB 4 All JCB

28 Diesel Tanker 3 Ashok Leyland

29 Service Van 3 All Ashok Leyland

30 Trailor 3 Ashok Leyland

31 Bolero / Sumo 16 9 nos. TATA & 7 nos. Mahindra

32 Utility 14 9 nos. Mahindra & 5 nos. TATA

33 Staff Bus 2 TATA

34 DG 12


113

35 Conventional Rig 15

36 Hydraulic Rig -

37 PQC Paver 1 TVA

EQUIPMENT FOR CONSTRUCTION OF TWIN TUNNEL AT CHIRWA GHAT

Sr. No Designation Mobilization Status Make Remarks

1 Excavators 6 Komatsu PC 200 & 210 or equivalent

2

Tippers, Double Axle

2 Man Force

3 4 TATA Hyva 2516

4 2 1613c

5 Mounted Rock Hummers 1 Furukawa F27/F22

6 Hydraulic Drilling Jumbo (Boomer) 2 Atlas/Sandvick Tamrock

7 Truck Mounted Jumbo Platform 1 Leyland

8 Jackhammers with Pushers 11 Atlas Equivalent

9 Rock Drill, LM 100 2 Atlas/Ingersol Rand

10 Air Compressors 2 CP, Atlas, Elgi

11 Water Tankers 5

12 Grouting Pump 1 Surfex/Equivalent

13 Shotcrete Pump with Robot Arm 1 Schwing Stetter TSM

14 Shotcrete Machines, Dry 2 Surfex

15 Generators 6 Kirloskar Green

16 DC Welding Generator 1 Advani Oerlikon

17 Total Station 1 Trimble/Pentax

18 Theodolite 1 Lawrence & Mayo

19 Auto Level 2 Sokia

20 Telescopic Tunnel Shutters with vibrators 2

21 Dewatering Pump 10 HP 7 Kirloskar/Equivalent

22 Hydraulic Rib Bending equipment 1

23 Concrete Pump 1 Schwing Stetter

24 Hydra Crane 1 ACE

25 Tractor 1 Escort

26 Welding Machine, Rectifier 4

27 Blower Fan with Duct 2

28 Ripper 1

29 Concrete Vibrator 8

30 Rock Bolt Pull Out Machine 1

31 Coring Drill Machine 1

32 Extensometer 1

33 Minimate PPV Meter 1

34 Pick up Truck 2


114

10 HINDRANCES/

LAND ACQUISITION

STATUS


115

10.1 HINDRANCES/LAND ACQUISITION STATUS: Pre-construction activities include land acquisition, encroachment removal, and relocation of religious structures, utility shifting and cutting of trees from Right of Way. Concessionaire should assist Authority in removal of all sorts of hindrances. Concessionaire has identified obstructions coming within the ROW and prepared a list as mentioned below.

Monthly Progress Report No 25: December 2014Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-810.2 Structure Falling PROW: (As per information provided by Concessionaire)

Chainage

177+

000

177+

100

177+

200

177+

300

177+

400

177+

500

177+

600

177+

700

177+

800

177+

900

178+

000

178+

100

178+

200

178+

300

178+

400

178+

500

178+

600

178+

700

178+

800

178+

900

179+

000

179+

100

179+

200

179+

300

179+

400

179+

500

179+

600

179+

700

179+

800

179+

900

180+

000

180+

100

180+

200

180+

300

180+

400

180+

500

180+

600

180+

700

180+

800

180+

900

181+

000

181+

100

181+

200

181+

300

181+

400

181+

500

181+

600

181+

700

181+

800

181+

900

182+

000

182+

100

182+

200

182+

300

182+

400

182+

500

182+

600

182+

700

182+

800

182+

900

183+

000

183+

100

183+

200

183+

300

183+

400

183+

500

183+

600

183+

700

183+

800

183+

900

184+

000

184+

100

184+

200

184+

300

184+

400

184+

500

184+

600

184+

700

184+

800

184+

900

185+

000

185+

100

185+

200

185+

300

185+

400

185+

500

185+

600

185+

700

185+

800

185+

900

186+

000

186+

100

186+

200

186+

300

186+

400

186+

500

186+

600

186+

700

186+

800

186+

900

187+

000

187+

100

187+

200

187+

300

Bore wallW.Bridge

Jal MandirGate

TowerIsland

Police help Center

Light PollFoundation

RoomWell

Water TankHotal

Petrol P.B.wall/HotelTower/Bwall

Shop/WallWall/TempleB.wall/House

B.wallShop

House 1 1 1Bathroom

TempleBus Stand

HandPump 1 1 1 2 2 2Medain

HandPump 1 1 1 1 1Bus Stand

TempleBathroom

House 1Shop

B.wall 1 1B.wall/HouseShop/B.wallShop/HouseHouse/Tank

Petrol P.Hotal

Water TankWell

RoomFoundation

Light PollPolice help

CenterIsland

WaterDrainGate

ToileatJal MandirBore wall

Total 1 1 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 0 0 1 0 1 0 0 2 0 1 1 0 2 0 0 0 1 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

LHS

RHS

116

Monthly Progress Report No 25: December 2014Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8

Chainage

Bore wallW.Bridge

Jal MandirGate

TowerIsland

Police help Center


RoomWell

Water TankHotal



B.wallShop

HouseBathroom

TempleBus Stand

HandPumpMedain

HandPumpBus Stand

TempleBathroom

HouseShop

B.wallB.wall/HouseShop/B.wallShop/HouseHouse/Tank

Petrol P.Hotal

Water TankWell

RoomFoundation


CenterIsland

WaterDrainGate


Total

LHS

RHS

187+

400

187+

500

187+

600

187+

700

187+

800

187+

900

188+

000

188+

100

188+

200

188+

300

188+

400

188+

500

188+

600

188+

700

188+

800

188+

900

189+

000

189+

100

189+

200

189+

300

189+

400

189+

500

189+

600

189+

700

189+

800

189+

900

190+

000

190+

100

190+

200

190+

300

190+

400

190+

500

190+

600

190+

700

190+

800

190+

900

191+

000

191+

100

191+

200

191+

300

191+

400

191+

500

191+

600

191+

700

191+

800

191+

900

192+

000

192+

100

192+

200

192+

300

192+

400

192+

500

192+

600

192+

700

192+

800

192+

900

193+

000

193+

100

193+

200

193+

300

193+

400

193+

500

193+

600

193+

700

193+

800

193+

900

194+

000

194+

100

194+

200

194+

300

194+

400

194+

500

194+

600

194+

700

194+

800

194+

900

195+

000

195+

100

195+

200

195+

300

195+

400

195+

500

195+

600

195+

700

195+

800

195+

900

196+

000

196+

100

196+

200

196+

300

196+

400

196+

500

196+

600

196+

700

196+

800

196+

900

197+

000

197+

100

197+

200

197+

300

197+

400

197+

500

197+

600

197+

700

1

1

1

11

1 4 1 1 3 1 11 2 1 1 1 1 1 1 1 3 2 1 1 2 1 1 1

1 1 2 1 1 1 1 2

11 1 1 2

1 1 1

1 1 1 1 1 1 11 2 1 1 1 1 1 1 2 1 1 1 1 1

1 2 1 1 1 1 1 11 1 1 1

1 11

0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 1 4 0 1 2 1 1 5 2 0 0 1 5 3 2 3 1 2 2 2 3 6 3 5 3 2 2 3 3 1 0 1 0 1 1 0 0 1 0 1 0 2 2 1 2 1 1 0 2 3 0 3

117


Chainage

Bore wallW.Bridge

Jal MandirGate

TowerIsland

Police help Center


RoomWell

Water TankHotal



B.wallShop

HouseBathroom

TempleBus Stand

HandPumpMedain

HandPumpBus Stand

TempleBathroom

HouseShop


Petrol P.Hotal

Water TankWell

RoomFoundation


CenterIsland

WaterDrainGate


Total

LHS

RHS

197+

800

197+

900

198+

000

198+

100

198+

200

198+

300

198+

400

198+

500

198+

600

198+

700

198+

800

198+

900

199+

000

199+

100

199+

200

199+

300

199+

400

199+

500

199+

600

199+

700

199+

800

199+

900

200+

000

200+

100

200+

200

200+

300

200+

400

200+

500

200+

600

200+

700

200+

800

200+

900

201+

000

201+

100

201+

200

201+

300

201+

400

201+

500

201+

600

201+

700

201+

800

201+

900

202+

000

202+

100

202+

200

202+

300

202+

400

202+

500

202+

600

202+

700

202+

800

202+

900

203+

000

203+

100

203+

200

203+

300

203+

400

203+

500

203+

600

203+

700

203+

800

203+

900

204+

000

204+

100

204+

200

204+

300

204+

400

204+

500

204+

600

204+

700

204+

800

204+

900

205+

000

205+

100

205+

200

205+

300

205+

400

205+

500

205+

600

205+

700

205+

800

205+

900

206+

000

206+

100

206+

200

206+

300

206+

400

206+

500

206+

600

206+

700

206+

800

206+

900

207+

000

207+

100

207+

200

207+

300

207+

400

207+

500

207+

600

207+

700

207+

800

207+

900

208+

000

208+

100

1

1

1

1

1

1 1 1 11 1 1 1 2 1 1 1 1 1 1

3 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 2 1 1 1 1 1 2 2 1 1 1 2 2 1 12 1 2 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1

1

1 1 1 1 1 1 1

1 1 1 1

1

1 1 1 1 1 4 1 1 1 2 1 1 1 2 11 2 1 2 1 1 1 1 1 2 1 2 2 4 2 1 1 1 2 1 2 1 1 1 2 1 1 1 2 1 1 1 1 1 1 1 1

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

1 11

1

1 1 1 1

3 0 2 4 2 3 1 1 2 1 2 2 3 5 5 6 4 2 0 2 0 2 2 2 0 1 1 1 3 2 3 3 2 3 7 3 4 2 5 1 1 2 0 1 3 1 2 4 3 5 1 2 3 1 0 0 2 2 2 0 1 3 3 3 3 2 1 2 1 1 0 1 2 5 3 2 1 0 3 2 3 3 1 0 1 1 2 1 1 1 1 0 2 1 1 1 0 2 0 0 1 3 0 1

118


Chainage

Bore wallW.Bridge

Jal MandirGate

TowerIsland

Police help Center


RoomWell

Water TankHotal



B.wallShop

HouseBathroom

TempleBus Stand

HandPumpMedain

HandPumpBus Stand

TempleBathroom

HouseShop


Petrol P.Hotal

Water TankWell

RoomFoundation


CenterIsland

WaterDrainGate


Total

LHS

RHS

208+

200

208+

300

208+

400

208+

500

208+

600

208+

700

208+

800

208+

900

209+

000

209+

100

209+

200

209+

300

209+

400

209+

500

209+

600

209+

700

209+

800

209+

900

210+

000

210+

100

210+

200

210+

300

210+

400

210+

500

210+

600

210+

700

210+

800

210+

900

211+

000

211+

100

211+

200

211+

300

211+

400

211+

500

211+

600

211+

700

211+

800

211+

900

212+

000

212+

100

212+

200

212+

300

212+

400

212+

500

212+

600

212+

700

212+

800

212+

900

213+

000

213+

100

213+

200

213+

300

213+

400

213+

500

213+

600

213+

700

213+

800

213+

900

214+

000

214+

100

214+

200

214+

300

214+

400

214+

500

214+

600

214+

700

214+

800

214+

900

215+

000

215+

100

215+

200

215+

300

215+

400

215+

500

215+

600

215+

700

215+

800

215+

900

216+

000

216+

100

216+

200

216+

300

216+

400

216+

500

216+

600

216+

700

216+

800

216+

900

217+

000

217+

100

217+

200

217+

300

217+

400

217+

500

217+

600

217+

700

217+

800

217+

900

218+

000

218+

100

218+

200

218+

300

218+

400

218+

500

1 1 1 1

1 1

1 1 1

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

11

0 2 1 0 0 2 0 0 2 1 0 1 0 1 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 1 1 0 1 0 0 1 0

119


Chainage

Bore wallW.Bridge

Jal MandirGate

TowerIsland

Police help Center


RoomWell

Water TankHotal



B.wallShop

HouseBathroom

TempleBus Stand

HandPumpMedain

HandPumpBus Stand

TempleBathroom

HouseShop


Petrol P.Hotal

Water TankWell

RoomFoundation


CenterIsland

WaterDrainGate


Total

LHS

RHS

218+

600

218+

700

218+

800

218+

900

219+

000

219+

100

219+

200

219+

300

219+

400

219+

500

219+

600

219+

700

219+

800

219+

900

220+

000

220+

100

220+

200

220+

300

220+

400

220+

500

220+

600

220+

700

220+

800

220+

900

221+

000

221+

100

221+

200

221+

300

221+

400

221+

500

221+

600

221+

700

221+

800

221+

900

222+

000

222+

100

222+

200

222+

300

222+

400

222+

500

222+

600

222+

700

222+

800

222+

900

223+

000

223+

100

223+

200

223+

300

223+

400

223+

500

223+

600

223+

700

223+

800

223+

900

224+

000

224+

100

224+

200

224+

300

224+

400

224+

500

224+

600

224+

700

224+

800

224+

900

225+

000

225+

100

225+

200

225+

300

225+

400

225+

500

225+

600

225+

700

225+

800

225+

900

226+

000

226+

100

226+

200

226+

300

226+

400

226+

500

226+

600

226+

700

226+

800

226+

900

227+

000

227+

100

227+

200

227+

300

227+

400

227+

500

227+

600

227+

700

227+

800

227+

900

228+

000

228+

100

228+

200

228+

300

228+

400

228+

500

228+

600

228+

700

228+

800

228+

900

11 1

1

1 1 1 1 1

1 1 1 1

1

1 21

1 1 1

1

10 2 1 3 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 1 1 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0

120


Chainage

Bore wallW.Bridge

Jal MandirGate

TowerIsland

Police help Center


RoomWell

Water TankHotal



B.wallShop

HouseBathroom

TempleBus Stand

HandPumpMedain

HandPumpBus Stand

TempleBathroom

HouseShop


Petrol P.Hotal

Water TankWell

RoomFoundation


CenterIsland

WaterDrainGate


Total

LHS

RHS

229+

000

229+

100

229+

200

229+

300

229+

400

229+

500

229+

600

229+

700

229+

800

229+

900

230+

000

230+

100

230+

200

230+

300

230+

400

230+

500

230+

600

230+

700

230+

800

230+

900

231+

000

231+

100

231+

200

231+

300

231+

400

231+

500

231+

600

231+

700

231+

800

231+

900

232+

000

232+

100

232+

200

232+

300

232+

400

232+

500

232+

600

232+

700

232+

800

232+

900

233+

000

233+

100

233+

200

233+

300

233+

400

233+

500

233+

600

233+

700

233+

800

233+

900

234+

000

234+

100

234+

200

234+

300

234+

400

234+

500

234+

600

234+

700

234+

800

234+

900

235+

000

235+

100

235+

200

235+

300

235+

400

235+

500

235+

600

235+

700

235+

800

235+

900

236+

000

236+

100

236+

200

236+

300

236+

400

236+

500

236+

600

236+

700

236+

800

236+

900

237+

000

237+

100

237+

200

237+

300

237+

400

237+

500

237+

600

237+

700

237+

800

237+

900

238+

000

238+

100

238+

200

238+

300

238+

400

238+

500

238+

600

238+

700

238+

800

238+

900

239+

000

239+

100

239+

200

239+

300

1 1

1

11 1

1 1 11

1

1 1 1 1 11 1

1 11

1 1 11 1

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 1 0 0 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 1 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 1 1 0 0 0 0

121


Chainage

Bore wallW.Bridge

Jal MandirGate

TowerIsland

Police help Center


RoomWell

Water TankHotal



B.wallShop

HouseBathroom

TempleBus Stand

HandPumpMedain

HandPumpBus Stand

TempleBathroom

HouseShop


Petrol P.Hotal

Water TankWell

RoomFoundation


CenterIsland

WaterDrainGate


Total

LHS

RHS

239+

400

239+

500

239+

600

239+

700

239+

800

239+

900

240+

000

240+

100

240+

200

240+

300

240+

400

240+

500

240+

600

240+

700

240+

800

240+

900

241+

000

241+

100

241+

200

241+

300

241+

400

241+

500

241+

600

241+

700

241+

800

241+

900

242+

000

242+

100

242+

200

242+

300

242+

400

242+

500

242+

600

242+

700

242+

800

242+

900

243+

000

243+

100

243+

200

243+

300

243+

400

243+

500

243+

600

243+

700

243+

800

243+

900

244+

000

244+

100

244+

200

244+

300

244+

400

244+

500

244+

600

244+

700

244+

800

244+

900

245+

000

245+

100

245+

200

245+

300

245+

400

245+

500

245+

600

245+

700

245+

800

245+

900

246+

000

246+

100

246+

200

246+

300

246+

400

246+

500

246+

600

246+

700

246+

800

246+

900

247+

000

247+

100

247+

200

247+

300

247+

400

247+

500

247+

600

247+

700

247+

800

247+

900

248+

000

248+

100

248+

200

248+

300

248+

400

248+

500

248+

600

248+

700

248+

800

248+

900

249+

000

249+

100

249+

200

249+

300

249+

400

249+

500

249+

600

249+

700

1

1

2 10 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 1

122


Chainage

Bore wallW.Bridge

Jal MandirGate

TowerIsland

Police help Center


RoomWell

Water TankHotal



B.wallShop

HouseBathroom

TempleBus Stand

HandPumpMedain

HandPumpBus Stand

TempleBathroom

HouseShop


Petrol P.Hotal

Water TankWell

RoomFoundation


CenterIsland

WaterDrainGate


Total

LHS

RHS

249+

800

249+

900

250+

000

250+

100

250+

200

250+

300

250+

400

250+

500

250+

600

250+

700

250+

800

250+

900

251+

000

251+

100

251+

200

251+

300

251+

400

251+

500

251+

600

251+

700

251+

800

251+

900

252+

000

252+

100

252+

200

252+

300

252+

400

252+

500

252+

600

252+

700

252+

800

252+

900

253+

000

253+

100

253+

200

253+

300

253+

400

253+

500

253+

600

253+

700

253+

800

253+

900

254+

000

254+

100

254+

200

254+

300

254+

400

254+

500

254+

600

254+

700

254+

800

254+

900

255+

000

255+

100

255+

200

255+

300

255+

400

255+

500

255+

600

255+

700

255+

800

255+

900

256+

000

256+

100

256+

200

256+

300

256+

400

256+

500

256+

600

256+

700

256+

800

256+

900

257+

000

257+

100

257+

200

257+

300

257+

400

257+

500

257+

600

257+

700

257+

800

257+

900

258+

000

258+

100

258+

200

258+

300

258+

400

258+

500

258+

600

258+

700

258+

800

258+

900

259+

000

259+

100

259+

200

259+

300

259+

400

259+

500

259+

600

259+

700

259+

800

259+

900

260+

000

Tot

al

02

1 1201

001010

1 1 40

1 1111

1 1 81 1 1 1 1 2 1 39

1 671 1 1 47

011

1 1 28

1 1 25130

1 371 1 74

1 2 1 421 1 14

5310720000

0000004

0 1 0 0 1 0 0 1 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 1 1 1 0 0 1 0 2 0 0 1 0 0 0 2 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 5 2 1 425

123

Monthly Progress Report No 25: December 2014Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-810.3 Encroachment Detail PROW: (As per information provided by Concessionaire)

Chainage

177+

000

177+

100

177+

200

177+

300

177+

400

177+

500

177+

600

177+

700

177+

800

177+

900

178+

000

178+

100

178+

200

178+

300

178+

400

178+

500

178+

600

178+

700

178+

800

178+

900

179+

000

179+

100

179+

200

179+

300

179+

400

179+

500

179+

600

179+

700

179+

800

179+

900

180+

000

180+

100

180+

200

180+

300

180+

400

180+

500

180+

600

180+

700

180+

800

180+

900

181+

000

181+

100

181+

200

181+

300

181+

400

181+

500

181+

600

181+

700

181+

800

181+

900

182+

000

182+

100

182+

200

182+

300

182+

400

182+

500

182+

600

182+

700

182+

800

182+

900

183+

000

183+

100

183+

200

183+

300

183+

400

183+

500

183+

600

183+

700

183+

800

183+

900

184+

000

184+

100

184+

200

184+

300

184+

400

184+

500

184+

600

184+

700

184+

800

184+

900

185+

000

185+

100

185+

200

185+

300

185+

400

185+

500

185+

600

185+

700

185+

800

185+

900

186+

000

186+

100

186+

200

186+

300

186+

400

186+

500

186+

600

186+

700

186+

800

186+

900

187+

000

187+

100

187+

200

187+

300

Bore wallPark

WaterDrainIsland

Police help Center

Light PollD.G. RoomWell

Water TankHotal 1

Petrol P. 1Shop/Tank

B.W/TempleGate/HouseShop/House

B.Wall/House 1B.wall 3 1 1 1Shop 1

House 1 2 1 2 1Bathroom 1

Temple 2 1Bus Stand 1 1 1

HandPump 1 1 1Medain

HandPump 1 1 1 1 1 1 1Bus Stand 1

Temple 1Bathroom

House 1 1Shop 1 1 1 2 1B.wall 1 2 1 1 1

B.Wall/House 1Shop/B.Wall

Bus Stop/GateTemple/House

B.Wall/DG B.Wall/Plinth

TowerHotal

Water Tank 1Well 1

Well/DrainRoom

Foundation Light Poll

Police help CenterIsland

WaterDrainGate

ToileatPark

Bore wall 1Total 8 8 1 0 1 0 0 0 1 2 0 0 2 1 1 0 0 0 0 0 0 0 0 1 2 0 0 0 0 0 0 0 0 1 0 0 0 0 3 3 0 2 2 1 0 0 2 1 3 4 0 1 0 0 0 0 1 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

LHS

RHS

124


Chainage

Bore wallPark

WaterDrainIsland

Police help Center


Water TankHotal

Petrol P.Shop/Tank


B.Wall/HouseB.wallShop

HouseBathroom

TempleBus Stand

HandPumpMedain

HandPumpBus Stand

TempleBathroom

HouseShopB.wall

B.Wall/HouseShop/B.Wall



TowerHotal

Water TankWell

Well/DrainRoom



WaterDrainGate

ToileatPark

Bore wall

Total

LHS

RHS

187+

400

187+

500

187+

600

187+

700

187+

800

187+

900

188+

000

188+

100

188+

200

188+

300

188+

400

188+

500

188+

600

188+

700

188+

800

188+

900

189+

000

189+

100

189+

200

189+

300

189+

400

189+

500

189+

600

189+

700

189+

800

189+

900

190+

000

190+

100

190+

200

190+

300

190+

400

190+

500

190+

600

190+

700

190+

800

190+

900

191+

000

191+

100

191+

200

191+

300

191+

400

191+

500

191+

600

191+

700

191+

800

191+

900

192+

000

192+

100

192+

200

192+

300

192+

400

192+

500

192+

600

192+

700

192+

800

192+

900

193+

000

193+

100

193+

200

193+

300

193+

400

193+

500

193+

600

193+

700

193+

800

193+

900

194+

000

194+

100

194+

200

194+

300

194+

400

194+

500

194+

600

194+

700

194+

800

194+

900

195+

000

195+

100

195+

200

195+

300

195+

400

195+

500

195+

600

195+

700

195+

800

195+

900

196+

000

196+

100

196+

200

196+

300

196+

400

196+

500

196+

600

196+

700

196+

800

196+

900

197+

000

197+

100

197+

200

197+

300

197+

400

197+

500

197+

600

197+

700

1

1 11 1

11 1 1 1 1

2 2 1 1 1 11 1 3

1 1 1 1 1

1

11 1

2 1 11 2 1 1 1

1 1

1

1 1

11

0 0 3 2 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 1 1 1 1 1 2 4 3 0 1 0 1 1 0 0 0 0 0 0 2 3 1 0 2 0 0 0 2 0 0 0 1 1 0 0 1 0 0 0 0 0 0 0 1 0 1 1 3 0

125


Chainage

Bore wallPark

WaterDrainIsland

Police help Center


Water TankHotal

Petrol P.Shop/Tank



HouseBathroom

TempleBus Stand

HandPumpMedain

HandPumpBus Stand

TempleBathroom

HouseShopB.wall




TowerHotal

Water TankWell

Well/DrainRoom



WaterDrainGate

ToileatPark

Bore wall

Total

LHS

RHS

197+

800

197+

900

198+

000

198+

100

198+

200

198+

300

198+

400

198+

500

198+

600

198+

700

198+

800

198+

900

199+

000

199+

100

199+

200

199+

300

199+

400

199+

500

199+

600

199+

700

199+

800

199+

900

200+

000

200+

100

200+

200

200+

300

200+

400

200+

500

200+

600

200+

700

200+

800

200+

900

201+

000

201+

100

201+

200

201+

300

201+

400

201+

500

201+

600

201+

700

201+

800

201+

900

202+

000

202+

100

202+

200

202+

300

202+

400

202+

500

202+

600

202+

700

202+

800

202+

900

203+

000

203+

100

203+

200

203+

300

203+

400

203+

500

203+

600

203+

700

203+

800

203+

900

204+

000

204+

100

204+

200

204+

300

204+

400

204+

500

204+

600

204+

700

204+

800

204+

900

205+

000

205+

100

205+

200

205+

300

205+

400

205+

500

205+

600

205+

700

205+

800

205+

900

206+

000

206+

100

206+

200

206+

300

206+

400

206+

500

206+

600

206+

700

206+

800

206+

900

207+

000

207+

100

207+

200

207+

300

207+

400

207+

500

207+

600

207+

700

207+

800

207+

900

208+

000

208+

100

1

1

1

1

1 11 1 1 1 1 2 1 1 1

1 1 1 1 1 1 1 1

1 1

1 1 1

1 1 1 1 1 1

1 1 1

1 1 1 11 1 1 1 2 1 1 1

1 1 11 1

1 1

1

1

1 0 1 1 0 1 0 1 0 1 0 0 1 1 4 0 1 0 0 0 0 0 0 1 0 0 0 1 3 1 0 1 0 0 0 0 0 1 0 0 0 0 0 1 1 1 0 0 0 0 0 0 1 0 0 1 1 2 1 0 2 1 0 0 2 0 0 3 1 4 4 3 1 0 1 1 0 0 0 1 2 1 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0

126


Chainage

Bore wallPark

WaterDrainIsland

Police help Center


Water TankHotal

Petrol P.Shop/Tank



HouseBathroom

TempleBus Stand

HandPumpMedain

HandPumpBus Stand

TempleBathroom

HouseShopB.wall




TowerHotal

Water TankWell

Well/DrainRoom



WaterDrainGate

ToileatPark

Bore wall

Total

LHS

RHS

208+

200

208+

300

208+

400

208+

500

208+

600

208+

700

208+

800

208+

900

209+

000

209+

100

209+

200

209+

300

209+

400

209+

500

209+

600

209+

700

209+

800

209+

900

210+

000

210+

100

210+

200

210+

300

210+

400

210+

500

210+

600

210+

700

210+

800

210+

900

211+

000

211+

100

211+

200

211+

300

211+

400

211+

500

211+

600

211+

700

211+

800

211+

900

212+

000

212+

100

212+

200

212+

300

212+

400

212+

500

212+

600

212+

700

212+

800

212+

900

213+

000

213+

100

213+

200

213+

300

213+

400

213+

500

213+

600

213+

700

213+

800

213+

900

214+

000

214+

100

214+

200

214+

300

214+

400

214+

500

214+

600

214+

700

214+

800

214+

900

215+

000

215+

100

215+

200

215+

300

215+

400

215+

500

215+

600

215+

700

215+

800

215+

900

216+

000

216+

100

216+

200

216+

300

216+

400

216+

500

216+

600

216+

700

216+

800

216+

900

217+

000

217+

100

217+

200

217+

300

217+

400

217+

500

217+

600

217+

700

217+

800

217+

900

218+

000

218+

100

218+

200

218+

300

218+

400

218+

500

2 1 1

1

1

1

11

1 11 1 1 3

11

1 1 1 1 11 1 1 1 1 1

11 1

11

1

11

0 0 1 0 0 1 1 0 0 0 0 0 0 0 0 0 3 0 1 0 0 1 0 0 1 2 0 0 2 0 0 0 0 0 0 2 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 2 0 1 0 0 0 0 0 1 0 0 0 0 1 2 0 0 0 0 1 1 0 0 0 0 0 1 1 3 1 4

127


Chainage

Bore wallPark

WaterDrainIsland

Police help Center


Water TankHotal

Petrol P.Shop/Tank



HouseBathroom

TempleBus Stand

HandPumpMedain

HandPumpBus Stand

TempleBathroom

HouseShopB.wall




TowerHotal

Water TankWell

Well/DrainRoom



WaterDrainGate

ToileatPark

Bore wall

Total

LHS

RHS

218+

600

218+

700

218+

800

218+

900

219+

000

219+

100

219+

200

219+

300

219+

400

219+

500

219+

600

219+

700

219+

800

219+

900

220+

000

220+

100

220+

200

220+

300

220+

400

220+

500

220+

600

220+

700

220+

800

220+

900

221+

000

221+

100

221+

200

221+

300

221+

400

221+

500

221+

600

221+

700

221+

800

221+

900

222+

000

222+

100

222+

200

222+

300

222+

400

222+

500

222+

600

222+

700

222+

800

222+

900

223+

000

223+

100

223+

200

223+

300

223+

400

223+

500

223+

600

223+

700

223+

800

223+

900

224+

000

224+

100

224+

200

224+

300

224+

400

224+

500

224+

600

224+

700

224+

800

224+

900

225+

000

225+

100

225+

200

225+

300

225+

400

225+

500

225+

600

225+

700

225+

800

225+

900

226+

000

226+

100

226+

200

226+

300

226+

400

226+

500

226+

600

226+

700

226+

800

226+

900

227+

000

227+

100

227+

200

227+

300

227+

400

227+

500

227+

600

227+

700

227+

800

227+

900

228+

000

228+

100

228+

200

228+

300

228+

400

228+

500

228+

600

228+

700

228+

800

228+

900

3

11

1 1 1

11

1

11 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1

5 7 1 2 4 3 1 2 2 12 1 1 2 1 1 2 2 3 3 1 1 1 1 1 1

1 1 1 1

1

1 1 1 11

1 11

1 1 1 1 1 2 1 12 3 1 1 2 2

1 1 1 2 3 1 1 2 1 2 1 2 1 1 1 1 1 1 1 1 1 11 1 1 1

1

11

2

11

3 0 0 1 0 0 2 2 1 2 1 4 3 3 4 3 1 6 # 2 4 0 1 1 1 1 2 6 5 2 # 1 3 0 0 0 0 0 0 1 1 1 1 3 5 6 6 1 0 1 1 2 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 3 0 5 1 3 1 6 0 2 3 1 0 0 0 0 1 0 0 0 0 1 1 2 0 0 1 0 0 0 0 0 0 1 0 1

128


Chainage

Bore wallPark

WaterDrainIsland

Police help Center


Water TankHotal

Petrol P.Shop/Tank



HouseBathroom

TempleBus Stand

HandPumpMedain

HandPumpBus Stand

TempleBathroom

HouseShopB.wall




TowerHotal

Water TankWell

Well/DrainRoom



WaterDrainGate

ToileatPark

Bore wall

Total

LHS

RHS

229+

000

229+

100

229+

200

229+

300

229+

400

229+

500

229+

600

229+

700

229+

800

229+

900

230+

000

230+

100

230+

200

230+

300

230+

400

230+

500

230+

600

230+

700

230+

800

230+

900

231+

000

231+

100

231+

200

231+

300

231+

400

231+

500

231+

600

231+

700

231+

800

231+

900

232+

000

232+

100

232+

200

232+

300

232+

400

232+

500

232+

600

232+

700

232+

800

232+

900

233+

000

233+

100

233+

200

233+

300

233+

400

233+

500

233+

600

233+

700

233+

800

233+

900

234+

000

234+

100

234+

200

234+

300

234+

400

234+

500

234+

600

234+

700

234+

800

234+

900

235+

000

235+

100

235+

200

235+

300

235+

400

235+

500

235+

600

235+

700

235+

800

235+

900

236+

000

236+

100

236+

200

236+

300

236+

400

236+

500

236+

600

236+

700

236+

800

236+

900

237+

000

237+

100

237+

200

237+

300

237+

400

237+

500

237+

600

237+

700

237+

800

237+

900

238+

000

238+

100

238+

200

238+

300

238+

400

238+

500

238+

600

238+

700

238+

800

238+

900

239+

000

239+

100

239+

200

239+

300

1 1

1

11 1 1 1 1

1

1 11 1

1

1

1

1 1

11 1 1 1

1 1

11

1 1 1 12 1 1 1 1

1

0 0 1 0 0 1 0 0 1 0 0 0 1 3 0 1 2 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 2 0 0 0 0 0 0 0 2 2 0 3 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 3 0 0 0 1 1 0 0 0 0 2 2 0 1 0 0 0 0 0 0 1 0 1 1 0 0 0

129


Chainage

Bore wallPark

WaterDrainIsland

Police help Center


Water TankHotal

Petrol P.Shop/Tank



HouseBathroom

TempleBus Stand

HandPumpMedain

HandPumpBus Stand

TempleBathroom

HouseShopB.wall




TowerHotal

Water TankWell

Well/DrainRoom



WaterDrainGate

ToileatPark

Bore wall

Total

LHS

RHS

239+

400

239+

500

239+

600

239+

700

239+

800

239+

900

240+

000

240+

100

240+

200

240+

300

240+

400

240+

500

240+

600

240+

700

240+

800

240+

900

241+

000

241+

100

241+

200

241+

300

241+

400

241+

500

241+

600

241+

700

241+

800

241+

900

242+

000

242+

100

242+

200

242+

300

242+

400

242+

500

242+

600

242+

700

242+

800

242+

900

243+

000

243+

100

243+

200

243+

300

243+

400

243+

500

243+

600

243+

700

243+

800

243+

900

244+

000

244+

100

244+

200

244+

300

244+

400

244+

500

244+

600

244+

700

244+

800

244+

900

245+

000

245+

100

245+

200

245+

300

245+

400

245+

500

245+

600

245+

700

245+

800

245+

900

246+

000

246+

100

246+

200

246+

300

246+

400

246+

500

246+

600

246+

700

246+

800

246+

900

247+

000

247+

100

247+

200

247+

300

247+

400

247+

500

247+

600

247+

700

247+

800

247+

900

248+

000

248+

100

248+

200

248+

300

248+

400

248+

500

248+

600

248+

700

248+

800

248+

900

249+

000

249+

100

249+

200

249+

300

249+

400

249+

500

249+

600

249+

700

1

1 1

1

2

1

0 1 1 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

130


Chainage

Bore wallPark

WaterDrainIsland

Police help Center


Water TankHotal

Petrol P.Shop/Tank



HouseBathroom

TempleBus Stand

HandPumpMedain

HandPumpBus Stand

TempleBathroom

HouseShopB.wall




TowerHotal

Water TankWell

Well/DrainRoom



WaterDrainGate

ToileatPark

Bore wall

Total

LHS

RHS

249+

800

249+

900

250+

000

250+

100

250+

200

250+

300

250+

400

250+

500

250+

600

250+

700

250+

800

250+

900

251+

000

251+

100

251+

200

251+

300

251+

400

251+

500

251+

600

251+

700

251+

800

251+

900

252+

000

252+

100

252+

200

252+

300

252+

400

252+

500

252+

600

252+

700

252+

800

252+

900

253+

000

253+

100

253+

200

253+

300

253+

400

253+

500

253+

600

253+

700

253+

800

253+

900

254+

000

254+

100

254+

200

254+

300

254+

400

254+

500

254+

600

254+

700

254+

800

254+

900

255+

000

255+

100

255+

200

255+

300

255+

400

255+

500

255+

600

255+

700

255+

800

255+

900

256+

000

256+

100

256+

200

256+

300

256+

400

256+

500

256+

600

256+

700

256+

800

256+

900

257+

000

257+

100

257+

200

257+

300

257+

400

257+

500

257+

600

257+

700

257+

800

257+

900

258+

000

258+

100

258+

200

258+

300

258+

400

258+

500

258+

600

258+

700

258+

800

258+

900

259+

000

259+

100

259+

200

259+

300

259+

400

259+

500

259+

600

259+

700

259+

800

259+

900

260+

000

Tota

l

2324

1021

1 88321111

1 51 1 1 38

511 54

1154

1 11

1 1 1 213

2 121

1 1 1 241 39

1 1 1 531 10

11

1 31115

111 1 6

1113

1111111

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 1 0 1 2 0 0 2 2 1 2 0 1 0 0 1 3 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 425

131


132

10.4 STATUS OF LAND ACQUISITION: (As per information provided by Concessionaire) 1. 3 (A) – Notification / Publication

i) Gazette Publication is already completed for entire corridor (172 Ha.) of 48 villages.

ii) Supplementary 3(A) – I of 5 villages - Notification published in Gazette of India (34.329

Ha.), Section 3(C) hearing planned on 22.02.2013.

iii) Supplementary 3(A) – II of 25 villages - Notification for Publication in Gazette of India (29.195 Ha.) is expected from NHAI, HQ.

iv) Supplementary 3(A) – III of 6 villages - Notification for Publication in Gazette of India

(24.539 Ha.) is send to NHAI, HQ.

2. 3 (D) – Notification / Publication:

i) 3(D) – I of 6 villages – Notification Published in Gazette of India (26.52 Ha.)

ii) 3(D) – II of 24 villages - Notification for Publication in Gazette of India is under process (28.7177 Ha.)

iii) 3(D) – III of 6 villages - Notification for Publication in Gazette of India is under process (30.0194 Ha.)

iv) 3(D) – IV of 11 Villages – Under process and will be send for notification in Gazette of India by 28.02.13. (9.866 Ha.)

3. Status of Land Acquisition

S. No. Particulars Area of Land in Ha.

No. of Villages

1 Total Land Requirement 474 49

2 Available Land 275 -

3 Land to be acquired 199 -

4 3 (A) published 199 -

5 3 (C) hearing status 193.49 -

6 3 (D) Published 193.49 -

7 Award prepared by CALA and sent for NHAI approval

156.67 -

8 Award approved by NHAI 156.67 -

9 3 (E) Notice to Land looser 142.0557 -

10 Disbursement of payment 112 -

4. Updated Land Acquisition Status is shown in the Table below:


133

No. Date No. Date Area No. Date Area No. Date Area No. Date Area Date Total Area Total Award Amount Private Land

PIU Ref. Ltr. & Date

Award Amount Sanactioned by RO reference letter no. &

Date

Amount

Date of sanctioned

amount depositiowith

CALA account

Total Villages Notiified in 3D noticfication Name of Villages Name of Tehsil Remaining

Villages3A

480 dtd 19.06.13 15.0752 11,818,757 11.0946 1216 dt. 30.05.13 824 dt 19.06.13 8,492,959.0 10.12.13 Majera, Bilota, Barwa,

Lilera, KaliwasMajera, Bilota, Barwa, Lilera, Kaliwas Nathdwara

473 dtd 20.06.13 10.9511 12,532,625 6.8522 1171 dt 25.05.13 861 dt 20.06.13 7,764,138.0 10.12.13 Padasali Padasali Rajsamand

30 dtd 29.01.14 3.7032 5,354,148 1.3155 248 dt 25.01.14 3035 dt 29.01.14 2,083,447.0 05.02.14

Levo Ka Talab, Mansingh ka Guda, Dhanin, Mojawation Ka Guda, Amilyar, Janawad

Levo Ka Talab, Mansingh ka Guda, Dhanin, Mojawation Ka Guda, Amilyar, Janawad

Kumbalgarh 03.03.14

123 dtd 20.02.14 18.7795 101,601,095 13.2331 449 dt 20.02.14 3366 dt 05.03.14 67,315,395.0 07.04.14

Piparda, Badarda, Devpuria, Pasoon, Morchana, Mokharnpura, Madri Devsthan, Devpura, Kelwa, sewali, Jawad, Roon Rajsamand, Dolatpura, Miyar, Sanwad, Rajnagar Bhagwanda Khurd and Madawada

Piparda, Badarda, Devpuria, Pasoon, Morchana, Mokharnpura, Madri Devsthan, Devpura, sewali, Jawad, Roon Rajsamand, Dolatpura, Miyar, Bhagwanda Khurd and Madawada

Rajsamand Kelwa, Sanwad, Rajnagar 03.03.14

SO974(E) 17.04.13 8.1285 949 dtd 23.04.14 7.6795 73,532,184 6.1646 1388 dt 09.06.14 933 dt 30.06.14 53,290,422.0 16.07.14

Gunjol, Kallakhdedi Viran, Karjiya, Karoli, Dabiyon Ka Guda, Negedia, majera, Upli, Oden, Rabcha, Lal Madri, Nathuwas & Nathdwara

Gunjol,Viran, Karjiya, Karoli, Dabiyon Ka Guda, Negedia, majera, Upli, Oden, Rabcha, Lal Madri, Nathuwas & Nathdwara

Nathdwara Kallakhdedi

SO2950(E) 19.12.12 34.2399 SO2105(E) 09.07.13 33.7408 819 dtd 11.02.14 33.3430 17,656,538 25.6207 71 dt 10.01.14 3133 dt 11.02.14 16,071,392.0 20.02.14 Majera, Bilota, Barwa,

Lilera and KalivasMajera, Bilota, Barwa, Lilera and Kalivas Nathdwara

673 dtd 08.07.14 8.2923 34,866,127 5.0719 1747 dt 22.07.14 1494 dt 11.08.14 22,743,402.0 27.08.14

Janawat, Dhanina, Lavo Ka Talab, Man Singh Ka Guda, Mojawato Ka Guda, Amilyar & DodiwasPirparda, Devpuria, Badarda, Pasoond, Morchana, Mokhampura, Bhagawanda Khurd, Madawada, Devpura, Kelwa, Sewali, Jawad, Roon Rajsamand A, Dolatpura, Miyari, Sanwad, Rajnagar, Madri Devsthan

Janawat, Dhanina, Lavo Ka Talab, Man Singh Ka Guda, Mojawato Ka Guda, Amilyar & Dodiwas

Nathdwara

Rajsamand

Pirparda, Devpuria, Badarda, Pasoond, Morchana, Mokhampura, Bhagawanda Khurd, Madawada, Devpura, Kelwa, Sewali, Jawad, Roon Rajsamand A, Dolatpura, Miyari, Sanwad, Rajnagar, Madri Devsthan

SO559(E) 07.03.13 31.0732 SO2946(E) 30.09.13 30.8796 699 dtd 23.04.14 1.8753 14,749,572 0.6896 1248 dt 22.05.14 563 dt 30.05.14 6,326,251.0 06.06.14 Gunjol, Katlakhadi Viran,

KarjiyaGunjol, Katlakhadi Viran, Karjiya Nathdwara

SO1302(E) 21.05.13 22.0248 SO891(E) 26.03.14 21.8540 13.08.14 12.8490 92,297,268 11.4387 2096 dt 27.08.14

1923 dtd 15.09.14 (Rs.

70,47,470/- for structure on

Govt. land not approved due to non submission of Ownership

validity)

74,757,740.0 08.10.14

Negedia, Majera, Upli odan, Rabcha, Lal Madri, Nathuwas, Nathdwara, Lilera, Kaliwas, Sanwad, Rajnagar

Negedia, Majera, Upli odan, Rabcha, Lal Madri, Lilera, Kaliwas, Sanwad, Rajnagar

Nathdwara Rajsamand

Nathuwas, Nathdwara

1.1680

131.80590 62.88890 88.50590 86.4744 112.5481 364,408,314 81.4809 258,845,146.0

SO480(E) 25.10.10 SO1479(E) 04.07.12 42.0252 SO550(E) 07.03.13 29.5057 2317 dtd 08.09.14 29.5057 149,733,420 12.4457 2253 dtd

15.09.14

2142 dtd 10.10.14 (Rs. 36,51,890/- for Structure on Govt. land not

approved due to non submission of

Ownership validity)

65,565,454.0 20.10.14Jhalon Ka Guda, Moonwas, Chirwa, Shivpuri, Mohanpura, Amberi

Jhalon Ka Guda, Moonwas, Chirwa, Shivpuri, Mohanpura, Amberi

Girwa

SO476(E) 27.02.13 24.5474 SO434(E) 18.02.14 14.6174 2871 dtd 20.11.14 14.0374 58,100,842 8.0124 2797 dtd

26.11.14

2804 dtd 16.12.14 (Rs. 36,56,400/- for Structure on Govt. land not

approved due to non submission of

Ownership validity)

40,461,033.0 22.12.14Jhalon Ka Guda, Moonwas, Chirwa, Shivpuri, Mohanpura, Amberi

Jhalon Ka Guda, Moonwas, Chirwa, Shivpuri, Mohanpura, Amberi

Girwa

SO2868(E) 07.11.14 3.8340

42.0252 29.5057 28.3814 14.6174 43.5431 207,834,262.00 20.4581 106,026,487.00

173.83110 92.39460 120.72130 101.09180 156.0912 572,242,576 101.9390 364,871,633.0

Date of Notice

served to Land owner

Grand TotalTotal Girwa

131.8059SO887(E) 21.04.12

SO557(E) 07.03.13 28.6832

SO551(E) 07.03.13 26.0772

3(A) of 1.1680 Ha. Submitted to RO, Jaipur vide ltr. No. 2986 dtd 16.12.14 for additional land in

Rajsamand section, which were not published earlier in Gol Gazetter

Notification

474

SO480 (E)SO489 (E)

25.10.1016.03.12

UdaipurSDO, Rajsamand

SO892(E) amendment 21.04.12

As on 31.12.2014

CALA Distt / Tehsil

Total Area to

be acquired

Notification details

3 (a) 3(A) 3(D) Additional 3(A) 3(D) 3(G)

Award Details

Rajsamand(i) Rajsamand (ii) Kumbalgarh (iii)

Nathdwara

ADM, Rajsamand


134

10.5 Status of Village wise Land Acquisition: (As per information provided by Concessionaire)

Sl..N

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Nam

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illag

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der

Acq

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tion

3 (a

) Gaz

ette

of

Indi

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.02.

2010

&

apen

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17.0

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21.0

4.20

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3 (A

) Gaz

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a dt

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.04.

2012

&

04.0

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12 Status of Supplementary 3A

Total 3 (A)

Status of 3D

Total 3 (D) R

emar

k

Published in Gazette of India

Sent for Publication at NHAI, HQ



Dt-19.12.2013

Dt.-07.03.2013

Dt. 07.03.2013

Dt. 27.02.2013 3 (A) -IV 3 (D)-I 3 (D)-I 3 (D)-I 3 (D)-I 3 (D) - II

1 Janawad Janawad 1.0232 2.9936 0.4078 2 Doliwas Doliwas 0.0972 3 Dhanin Dhanin 3.0410 1.7435 2.2260 4 LevoKaTalab LevoKaTalab 0.0434 0.1537 0.0434 5 Mansingh Ka

Guda Mansingh Ka

Guda 0.8115 2.7828 0.5648 6 Amliyar Amliyar 0.1242 0.0594 0.1080 7 Mojawato Ka

Guda Mojawato Ka

Guda 1.6233 0.5539 0.3531 8 Padasli Padasli 10.9511 10.9511 9 Mandawada Mandawada 6.9442 0.6474 5.2416

10 Madri Devsthan

Madri Devsthan 4.3929 0.4186 0.6630

11 Daulatpura Daulatpura 0.0345 0.0384 0.0345 12 Miyari Miyari 2.3281 1.4557 2.0993 13 Devpura Devpura 2.5417 1.7309 1.7525 14 Devpuria Devpuria 2.7041 1.3129 0.5230 15 Kelwa Kelwa 5.8320 3.0664 3.8121 16 Kishanpura Kishanpura 0.2610 17 Mokhampura Mokhampura 1.7972 1.2195 0.7509 18 Pasoond Pasoond 4.2626 1.2973 1.8918 19 Morchan Morchan 3.0678 0.8429 1.5826 20 Bhagwanda Bhagwanda 3.0874 1.2859 1.9859 21 Sewali Sewali 2.0190 0.8715 1.4000

22 Roon Rajsamand

Roon Rajsamand 1.2390 0.1054 0.4733

23 Rajnagar Rajnagar 8.0505 3.0098 1.9557 24 Jawad Jawad 2.3300 1.9445 0.1800 25 Sanwad Sanwad 1.3019 0.3188 0.4833 26 Piparada Piparada 3.0376 0.5144 0.1088 27 Badarada Badarada 0.0937 0.7305 0.0763 28 Karijya Karijya 0.2120 0.6925 0.0936

29 Kallakhedi Viron

Kallakhedi Viron 0.0891 0.3189 0.0237

30 Gunjol Gunjol 0.2313 0.8646 0.1429 31 Nathdwara Nathdwara 3.3612 5.1555 2.2981 32 Nathuwas Nathuwas 0.6433 3.6921 0.5006


135

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) Gaz

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2010

&

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21.0

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3 (A

) Gaz

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Total 3 (A)

Status of 3D

Total 3 (D) R

emar

k





Dt-19.12.2013

Dt.-07.03.2013

Dt. 07.03.2013

Dt. 27.02.2013 3 (A) -IV 3 (D)-I 3 (D)-I 3 (D)-I 3 (D)-I 3 (D) - II

33 UpliOdan UpliOdan 2.5941 1.3269 0.7995 34 Rabcha Rabcha 0.8127 0.3599 0.2385 35 LalMadri LalMadri 1.9955 1.5636 0.3827 36 Karoli Karoli 0.4296 0.3866 37 Dabiyon Ka

Guda Dabiyon Ka

Guda 0.1043 0.1043 38 Negdiya Negdiya 6.0079 7.6120 2.5723 39 Majera Majera 6.2644 5.4387 1.7022 2.0287 0.5803 5.4387 40 Bilota Bilota 9.8639 11.5280 3.2320 11.5280 41 Barawa Barawa 4.9828 3.8977 1.8232 3.8977 42 Liera Liera 8.0477 5.5962 2.6696 5.5962 43 Kaliwas Kaliwas 13.2232 7.7793 5.3726 7.7793 44 JhaloKaGuda JhaloKaGuda 8.0189 4.3809 5.1491 45 Moonwas Moonwas 3.3690 3.5325 1.1735 46 Mohanpura Mohanpura 1.2110 0.2570 0.9385 47 Chirwa Chirwa 2.4710 0.5200 2.0235 48 Shivpuri Shivpuri 11.6825 2.9730 8.8206 49 Amberi Amberi 15.2728 12.8840 11.9195 173.8311 34.2399 29.1949 1.8760 24.5474 22.0248 285.7141 26.0772 28.6832 29.5057 8.1285 33.7408 197.0000 Grand Total 173.8311 111.88298149 193.4900 34.2399


136

10.6 Scope & Status of Utility Shifting: (As per information provided by Concessionaire)

Chainage

177+

000

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PHED

EL

MedainEL

PHED

LegandPHED Public Health Engineering Deparment

EL Electric Line

LHS

RHS

LHS

RHS

LHS

LHS

RHS

RHS

LHS

RHS

LHS

RHS


137

10.7 Status of Utility Shifting

Sl. No Description Scope of work Status of Estimate /

Award

Present Status

Status of Work Total Completed Balance Completed

% Expected Date of Completion

ELECTRICAL UTILITY SHIFTING

1 ELECTRICAL

(Rajsamand District)

Dismantling, Removal of old poles / trans & fixing of new as per sanctioned estimate

Revised estimate submitted to NHAI,

HQ. Awaited for approval.

Work in progress 3027 Nos. 2280 747 75.3%

2 ELECTRICAL

(Udaipur District)


Estimate approved by NHAI, HQ Work in progress 255Nos. 192 63 75.3%

PHED WATER PIPE LINE SHIFITING

3

PHED water pipe line

(Bagheri ka naka)


Estimate submitted PIU to RO, Jaipur Work in progress 55000 Mts. 36551 18449 66.5% -

4

PHED Water pipe line (UWSS,

Rajsamand)


Estimate approved Work in progress 10400 Mts.

12200 7640 61.5% - 5

PHED Water pipe line (UWSS,

Nathdwara)



6

PHED Water pipe line

(RWSS Kelwa & Negdiya)



7 PHED water

pipe line (Rural)


Estimate submitted PIU to RO, Jaipur Work in progress 8409 Mts. 5050 3359 60.1% -


138

Sl. No Description Scope of work Status of Estimate /

Award

Present Status

Status of Work Total Completed Balance Completed

% Expected Date of Completion

CUTTING OF TREES

8

TREE CUTTING (Private / Revenue)

(Rajsamand District)

Cutting of Trees, uprooting & disposal

as per sanctioned estimate

Tree Cutting permission obtained

from concerned Authority.

Work in progress 266 Nos. 266 - 100.0% -

9

TREE CUTTING

(Forest) (Rajsamand

District)


as per sanctioned estimate.




10

TREE CUTTING (Private / Revenue) (Udaipur District)






11

TREE CUTTING

(Forest) (Udaipur District)






STRUCTURE DISMANTLING

12 STRUCTURES

& TEMPLE falling EROW

Removal / relocation of the encroachments

Estimate will come under change of

scope (COS) Work in progress 425 Nos. 158 267 37% -

13

STRUCTURES & TEMPLE

falling between EROW and

PROW

Removal / relocation of the encroachments

Structure valuation is in progress with registered valuar and party of same is submitted to PD for vetting for onward submission to CALA.

Not yet taken up 369 Nos. - 369 - -


139

11 CORRESPONDANCES


140

11.1 Incoming Letters from NHAI & Concessionaire:

Incoming Letters to NHAI & Concessionaire Sr. No

Letter Date Letter No. Subject Address to CC to

1 28-11-14 SUTPL/UDR-NH-8/IE/14/2443 Compliance of IE's observation towards Mix design for Bituminous concrete (BC) section 1 & 2

Team Leader

2 28-11-14 SEL/UDR-NH-8/DC/14/2444 Damage of Public work department rural road gunjot, bagol – parawal, Khamnor, Odan due to diversion of NH-8 traffic.

Executive Eng.

1. Dist. Collector, Rajsamand 2. Chief Engg. (Road), PWD, Raj. Jaipur 3. Superintending Engg., PWD, Rajsamand 4. Superintending of Police, Rajsamand 5. Ex. Engg., PWD, Rajsamand 6. SDM, Nathdwara 7. P.D. NHAI

3 29-11-14 SUTPL/UDR-NH-8/NHAI/14/2445 Representation for Median Opening @ Ch. 244+840 P.D. NHAI

1. T.L. Aarvee 2. Director HO 3. PM (H) – Camp – 1

4 29-11-14 SUTPL/UDR-NH-8/IE/14/2446 Revised plan & profile with working TCS as per available land in km. 244+400 to km. 225+100

Team Leader

1. P.D. NHAI 2. Director (T) HO 3. PM (S) – Camp – 1

5 01-12-14 SUTPL/UDR-NH-8/IE/14/2447 Tree Cutting-Approval of Estimate towards Cutting and disposal of Road Side infringing forest and Govt./ Revenue trees – Reg.

P.D. NHAI 1. T.L. Aarvee 2. Director (T) HO

6 02-12-14 SUTPL/UDR-NH-8/IE/14/2448 Appointment of Dy. Project Manager (S) Team Leader 1. P.D. NHAI 2. Director HO 3. PM (S) - Camp-1

7 02-12-14 By Mail News published in newspaper dtd 01.12.2014 – reg. P.D. NHAI

8 02-12-14 NHAI/PIU/Udai/GU-NH-8/Visit/2842

Compliance of point discussed in the Review Meeting chaired by Member (Projects) on 30.08.2014

Team Leader

9 01-12-14 NHAI/PIU/Udai/GU-NH-8/Visit/2837

Recommendation for issue of “Change of Scope” proposal by Concessionaire – Reg. KVS Prasad 1 CGM T & RO

2 Team Leader

10 01-12-14 NHAI/PIU/Udai/GU/NH-8/ VIP/2838

VIP Reference of Mrs. Kiran Maheshwari, PHED Minister Govt of Rajasthan, Ex. MP (Lok Sabha), MLA (Rajasthan) – Reg.

KVS Prasad 1 CGM T & RO 2 Team Leader

11 25-11-14 NHAI/PIU/Udai/GU/NH-8/Other Utility/2788

Shifting the Canal of Irrigation Department at km. 219+600 near Lal Bag, Nathdwara – Reg.

J. L. Sisodia, Exc. Eng.

1 Dist. Coll, Rajsamnd 2. Ad. Chief Eng. 3 Superintend Eng. 4.Team Leader 5 CPM (SUTPL)

12 26-11-14 AA/HW/1441/SUTPL/14-15/773 Design and Drawings of Pier P17 on LHS carriageway for Elevated Flyover -2 at km. 220+179 to 221+029

CPM SUTPL 1.Team Leader 2. P.D. NHAI

13 26-11-14 AA/HW/1441/SUTPL/14-15/774 Designs and Drawings of Pier (G13 – P29) on LHS and RHS carriageways for Elevated flyover -2 at km 220+179 to 221+029


14 03-12-14 SUTPL/UDR-NH-8/NHAI/14/2249 Shifting of Bagheri ka Naka Project Office in Nathdwara @ km 221+600 P.D. NHAI 1. T.L. Aarvee

2. Director (T) HO

15 03-12-14 SUTPL/UDR-NH-8/IE/14/2450 Deviation from consented TCS. Team Leader

1. P.D. NHAI 2. Director HO 3. PM (H) - I 4. PM (S) – I

16 03-12-14 SUTPL/UDR-NH-8/IE/14/2451 Compliance of IE's Observation towards Mix design for Bituminous concrete (BC) section 1 & 2

Team Leader

1. P.D. NHAI 2. Director HO 3. GM (QA/QC) 4. Mgr (QA/QC)

17 03-12-14 SEL/UDR-NH-8/OD/14/2452 Testing of Water – Reg. M/s Starwire (India) Ltd.

1. P.D. NHAI 2. T.L. Aarvee 3. Director HO 4. GM (QA/QC)


141

5. Mgr (QA/QC)

18 04-12-14 SUTPL/UDR-NH-8/NHAI/14/2454 Swatch Bharat Abhiyan P.D. NHAI

1. T.L. Aarvee 2. Director (T) HO 3. PM (H) - Camp- 1&2

19 02-12-14 NHAI/PIU/Udai/GU/NH-8/Public Grievance/2851

Requested for providing Median Opening – Reg. Team Leader CPM (SUTPL)

20 04-12-14 By Mail RTI application of O.P. Joshi, 10 Shantivan, Fatehpura

21 04-12-14 By Mail Tour programme of M(P) BNS to Udaipur

22 03-12-14 By Mail Swatch Bharat Abhiyan

23 02-12-14 NHAI/PIU/Udai/GU/NH-8/VIP/2853

Provide median opening in divider at chouraha of village devpuria of NH-8 – reg. Team Leader CPM (SUTPL)


Provide median opening in divider at mokhampura of NH-8 – Reg. Team Leader CPM (SUTPL)

25 Dec, 2014

NHAI/PIU/Udai/GU/NH-8/Public Grievance/2859

Compensation of construction boundary wall – reg. CPM SUTPL Team Leader

26 04-12-14 By Mail Tour programme of M(P) BNS to Udaipur

27 04-12-14 SUTPL/UDR-NH-8/IE/14/2455 Revised Drawing of Pier P35 RHS of Elevated Flyover -2 @ Ch. 220+179 to Ch. 221+029

Team Leader

1. P.D. NHAI 2. Director (T) HO 3. M/s CEG Ltd. Jaipur 4. Sr. PM (S)

28 05-12-14 SUTPL/UDR-NH-8/IE/14/2456 Compliance of comments of GM(QA/QC) regarding Spacing of bars Retun wall A2 side of Minor Bridge @ Ch. 184+192

Team Leader

1. P.D. NHAI 2. Director (T) HO 3. M/s CEG Ltd. Jaipur 4. Sr. PM (S)

29 05-12-14 SUTPL/UDR-NH-8/IE/14/2457 Toilet Block at Truck Lay Bye @ Ch. 180+490, Ch. 191+193 and Ch. 234+260 Team Leader

1. P.D. NHAI 2. Director (T) HO 3. M/s CEG Ltd. Jaipur 4. PM (H)-Camp-1 & 2

30 05-12-14 SUTPL/UDR-NH-8/IE/14/2458 Submission of Typical drawing of Bus Shelter Team Leader

1. P.D. NHAI 2. Director (T) HO 3. M/s CEG Ltd. Jaipur 4. PM (H)-Camp-1 & 2

31 05-12-14 SUTPL/UDR-NH-8/IE/14/2459 Submission of Compliance towards IE's comments on various facilities of Toll Plaza – Reg.

Team Leader

1. P.D. NHAI 2. Director HO 3. M/s CEG Ltd. Jaipur 4. PM (H & S)-Camp-1 & 2

32 06-12-14 SUTPL/UDR-NH-8/IE/14/2460 Submission of revised drawing of Box Culvert @ Ch. 219+465 Team Leader

1. P.D. NHAI 2. Director (T) HO 3. M/s CEG, Jaipur 4. Sr. PM (S)

33 06-12-14 SUTPL/UDR-NH-8/IE/14/2461 Submission of Monthly Progress Report No. 20 for the month of November 2014 Team Leader 1. P.D. NHAI

2. Director (T) HO

34 06-12-14 SUTPL/UDR-NH-8/IE/14/2462

Submission of compliance of IE's observation towards Methodology for correcting the damaged occurred to Guide cone during stressing of Box type PSC Girder for Elevated Flyover -2 @ Ch. 219+775 to Ch. 221+029 – Reg.

Team Leader

1. P.D. NHAI 2. Director HO 3. M/s CEG, Jaipur 4. Sr. PM (S)-Camp-1

35 06-12-14 SUTPL/UDR-NH-8/IE/14/2463 Submission of revised Design of Control Central Building of Toll Plaza – Reg. Team Leader

1. P.D. NHAI 2. Director HO 3. PM (H & S)- Camp – 1 & 2

36 07-12-14 SUTPL/UDR-NH-8/IE/14/2464 Submission of Borrow Area No. 25 for RE wall filling (Section-1) – Test Results. Team Leader

1. P.D. NHAI 2. Director HO 3. GM (QA/QC) 4. Manager (QA/QC)

37 07-12-14 SEL/UDR-NH-8/OD/14/2465 Testing of Reinforcement TMT Bars – Reg. The Metalab Enterprise

1. P.D. NHAI 2. Director HO


142

3. T.L. Aarvee 4. GM (QA/QC) 5. Manager (QA/QC)

38 07-12-14 SUTPL/UDR-NH-8/IE/14/2466 Submission of DLC site trail report – Reg. Team Leader


39 07-12-14 SUTPL/UDR-NH-8/IE/14/2467 Submission of Updated TBM List Team Leader

1. P.D. NHAI 2. Director HO 3. PM (H&S)- Camp – 1 & 2


Request for providing Opening for ease access from NH-8 – Reg. Team Leader CPM (SUTPL)


Change the location of Toll Plaza at Mandawada. Team Leader

42 09-12-14 NHAI/PIU/Udai/GU/NH-8/QA/2896 Third Party Testing of Material – Reg. Team Leader

43 08-12-14 SUTPL/UDR-NH-8/NHAI/14/2468 Shifting of Utility- Urban water supply scheme, Rajsamand, - RA Bill no. 02 P.D. NHAI

1. T.L. Aarvee 2. Director HO 3. PM(H)-Camp – 2 & Mr. Kamlesh Kothari

44 08-12-14 SUTPL/UDR-NH-8/NHAI/14/2469 Shifting of Utility- Urban water supply scheme Nathdwara, Dn. Rajsamand, - RA Bill no. 02

P.D. NHAI

1. T.L. Aarvee 2. Director HO 3. PM(H)-Camp – 2 & Mr. Kamlesh Kothari

45 09-12-14 SUTPL/UDR-NH-8/IE/14/2470 Electrical Poles erected at wrong location Team Leader

1. P.D. NHAI 2. Director HO 3. PM(H) - Camp- 1&2

46 09-12-14 SUTPL/UDR-NH-8/IE/14/2471 Defect/Deficiencies on words observed at site during inspection on 29.11.14 Team Leader

1. P.D. NHAI 2. Director, SUTPL, Ahmedabad 3. PM(H),(S) - Camp- 1&2

47 09-12-14 SUTPL/UDR-NH-8/NHAI/14/2472 Shifting of Bagheri ka Naka Project Ofiice in Nathdwara @ km 221+600 P.D. NHAI

1. H'ble Dist. Collector, Rajsamand 2. Ex. Engg. PHED, Bagheri ka Naka, Nathdwara 3. T.L. Aarvee 4. Director (HO) 5. PM (H) – Camp – 1

48 09-12-14 SUTPL/UDR-NH-8/IE/14/2473 Continuous and heavy flow of underground water crossing the Project Highway @ 224+400

Team Leader

1. P.D. NHAI 2. Director, SUTPL, Ahmedabad 3. PM(H),(S) - Camp- 1

49 0912/14 NHAI/PIU/Udai/Gomati-Udaipur/NH-8/SUTPL/2899 Application for Training in Civil Project CPM SUTPL Team Leader

50 10-12-14 AA/HRD/HO/14-15/SNT/1808(iii) Notice for Absconding from duties Mr. Naresh Kumar Damor

1. Mr. K.V.S. Prasad, Vice President (Highway) 2. Finance & Accounts.

51 09-12-14 SUTPL/UDR-NH-8/NHAI/14/2474 Shifting of Utility – Water Pipe Line of Bagheri ka Naka Scheme, Nathdwara, Dn.- Reg. - RA Bill No. 1

P.D. NHAI

1. T.L. Aarvee 2. Director HO 3. PM(H)-Camp – 1&2 & Mr. Kamlesh Kothari

52 09-12-14 NHAI/PIU/Udai/GU-NH-8/Utility/IPC/2919

Verification of Measurement of IPC No. 2 – towards shifting of Urban Water Supply Scheme Rajsamand, Dn. Rajsamand

Team Leader CPM (SUTPL)

53 09-12-14 NHAI/PIU/Udai/GU-NH-8/Utility/IPC/2920

Verification of Measurement of IPC No. 2 – towards shifting of Urban Water Supply Scheme Nathdwara, Dn. Rajsamand



143

54 05-12-14 AA/HW/NHAI/1441/14-15/811 Comments on Public representaion for provision of Service Road. P.D. NHAI Team Leader

55 10-12-14 SUTPL/UDR-NH-8/IE/14/2476 Job Mix Formula for Wet Mix Macadam (WMM) JMF-02 – Section 2 Team Leader

1.P.D. NHAI 2. Director HO 3. GM (QA/QC) 4. Manager (QA/QC)

56 11-12-14 SUTPL/UDR-NH-8/IE/14/2478 Submission of Revised Method Statement for Bituminous Concrete (BC) Team Leader

1.P.D. NHAI 2. Director HO 3. GM (QA/QC) 4. PM(H)-Camp-1&2 5. Manager (QA/QC)

57 11-12-14 SUTPL/UDR-NH-8/NHAI/14/2478 Request for Shut Down of MS Water pipe line 600mm dia. (Bagheri Ka Naka Scheme)

The Executive Engineer, PHED,

Nathdwara

1. H'ble Dist. Collector, Rajsamand 2. SDM, Nathdwara 3. Tehsildar, Nathdwara 4. P.D. NHAI 3. T.L. Aarvee 4. Director (HO) 5. PM (H) - Camp- 1 & Mr. Kamlesh Kothari

58 10-12-14 NHAI/PIU/Udai/GU/NH-8/2928 Information for kilometer Stone of NH-8 Reg. Team Leader

59 11-12-14 NHAI/PIU/Udai/GU/NH-8/Utility/IPC/2934

Verification of Measurement of IPC No. 1 – towards shifting of Water Pipe Line Bagheri Ka Naka Scheme, Dn. Nathdwara – Reg.


60 06-12-14 AA/HRD/HO/ESI/14-15 Employees ESI temporary Card, (Vijay Kumar Dulawat, Naresh Kumar Damor, Shishir Kevani)

61 11-12-14 By Mail Letter PIU Udaipur – Plans Details at Gomti Chouraha – Regarding Team Leader CPM (SUTPL)

62 11-12-14 SUTPL/UDR-NH-8/IE/14/2480 Submission of Video Recording of work progress for 7th Quarter Team Leader 1.P.D. NHAI

2. Director HO

63 11-12-14 SUTPL/UDR-NH-8/IE/14/2481 Closure of NCR No. IE-063 dated 19.11.2014 Team Leader

1.P.D. NHAI 2. Director HO 3. GM (QA/QC) 4. PM (S) – Camp – 1 5. Manager (QA/QC)

64 11-12-14 SUTPL/UDR-NH-8/IE/14/2482 Job Mix Formula for Wet Mix Macadam (WMM) JMF-02 – Section 1 Team Leader

1.P.D. NHAI 2. Director HO 3. GM (QA/QC) 4. Manager (QA/QC)

65 13-12-14 By Mail Sarkar Apke Dwar – Jan Sunwai dtd 19.08.2014 Team Leader

66 13-12-14 SUTPL/UDR-NH-8/IE/14/2492 Minor Bridge @ Ch. 178+450 (As per CA rehabilitation & widening) needs reconstruction of slab

Team Leader

1. P.D. NHAI 2. Director HO 3. M/s CEG, Jaipur 4. Mr. Piyush

67 13-12-14 SUTPL/UDR-NH-8/IE/14/2491 Submission of Routine Pie Load Reports of Elevated Flyover-1 @ Ch. 219+775 to Ch. 220+179 – Reg

Team Leader

1. P.D. NHAI 2. Director HO 3. M/s CEG, Jaipur 4. GM/Manager (QA/QC) 5. Sr. PM (S)

68 13-12-14 SUTPL/UDR-NH-8/IE/13/2483 Submission of Design and Drawing of Bearing for Existing Major Bridges @ Ch. 214+507 and Ch. 218+268

Team Leader

1. P.D. NHAI 2. Director HO 3. GM(QA/QC) 4.Manager (QA/QC)

69 13-12-14 SUTPL/UDR-NH-8/IE/14/2484 Material Approval for Rehabilitation work of Major Bridge & Minor Bridges – Ta Team Leader

1. P.D. NHAI 2. Director HO 3. GM / Manager (QA/QC)


144

4. Sr. PM (S) / PM (S) – Camp -1

70 13-12-14 SUTPL/UDR-NH-8/IE/14/2485 Compensation of damaged houses due to blasting at NH-8 and to stop of high Blasting Team Leader

1. P.D. NHAI 2. Director HO 3.PM (H) – Camp -1

71 13-12-14 SUTPL/UDR-NH-8/IE/14/2488 Third Party Testing of Material Team Leader

1. P.D. NHAI 2. Director HO 3. GM (QA/QC) / Manager (QA/QC)

72 13-12-14 SUTPL/UDR-NH-8/IE/14/2489 Closure of NCR No. IE-064 dtd 25.11.2014 Team Leader

1. P.D. NHAI 2. Director HO 3. GM (QA/QC) 4.PM (H) – Camp -2 5. Manager (QA/QC)

73 13-12-14 SUTPL/UDR-NH-8/IE/14/2490 Closure of NCR No. IE-066 dtd 03.12.2014 Team Leader

1. P.D. NHAI 2. Director HO 3. GM (QA/QC) 4.PM (H) – Camp -2 5. Manager (QA/QC)

74 14-12-14 SUTPL/UDR-NH-8/IE/14/2494 Closure of NCR No. IE-058 dated 07.11.2014 Team Leader

1. P.D. NHAI 2. Director HO 3. GM (QA/QC) 4. Sr. PM (S) 5. Manager (QA/QC)

75 14-12-14 SUTPL/UDR-NH-8/IE/14/2495 Clarification regarding Design and Drawing of Pier P35 RHS of Elevated Flyover -2 @ Ch. 220+179 to Ch. 221+029

Team Leader

1. P.D. NHAI 2. Director HO 3. M/s CEG, Jaipur 4. Sr. PM (S)

76 11-12-14 NHAI/PIU/Udai/RRVPNL/Gomati-Udaipur/2743

Proposal for overhead crossing on NH-8 for 132KV D/C LILO from 132KV Debari-Sukher Line at 220KV GSS, Amberi (Udaipur).

Team Leader

77 15-12-14 SUTPL/UDR-NH-8/IE/14/2496 Environment Audit Team Leader

1.P.D. NHAI 2. Director (T) HO 3. GM (QA/QC) 4. Manager (QA/QC)

78 15-12-14 SUTPL/UDR-NH-8/IE/14/2497

Design load calculation of POT cum PTFE Bearing for voided slab for span P20 to P29 of Elevated Flyover -2 @ Ch. 220+179 to Ch. 221+029 – Reg.

Team Leader

1.P.D. NHAI 2. Director (T) HO 3. M/s CEG, Jaipur 4. Sr. PM (S)

79 13-12-14 SEL/UDR-NH-8/OD/14/2493 Testing of water – Reg. M/s Starwire (India) Ltd.

1.P.D. NHAI 2. T.L. Aarvee 3. Director HO 4. GM (QA/QC) 5. Manager (QA/QC)

80 16-12-14 SUTPL/UDR-NH-8/NHAI/14/2501 Swachh Bharat Mission Team Leader

1. T.L. Aarvee 2. Director HO 3. PM (H) – Camp- 1&2

81 16-12-14 SUTPL/UDR-NH-8/IE/14/2502 Compliance of observation for tunnel lining concrete from Ch. 252+037 to Ch. 252+043 LHS Side of RHS tunnel at Nathdwara end.

Team Leader 1. P.D. NHAI 2. Director (T) HO 3. GM (T)

82 16-12-14 SUTPL/UDR-NH-8/IE/14/2503 Defects/Deficiencies on works observed at site during inspection on 27.11.2014 Team Leader

1. P.D. NHAI 2. Director (T) HO 3. PM (H), (S)-Camp-1&2

83 16-12-14 SUTPL/UDR-NH-8/IE/14/2504 Submission of Design and Drawing of Abutment A2 of Elevated Flyover -2 @ Ch. 220+179 to Ch. 221+029 – Reg.

Team Leader


84 16-12-14 SUTPL/UDR-NH-8/IE/14/2505 Submission of Reviewed Job Mix Formula for Wet Mix Macadam (WMM) JMF-02 – Section 2

Team Leader


85 17-12-14 SUTPL/UDR-NH-8/IE/14/2506 Submission of typical Concrete Pavement and Joint details – Reg. Team Leader

1. P.D. NHAI 2. Director HO 3. GM (QA/QC)


145

4. PM (H)-Camp-1&2 5. Manager (QA/QC)

86 17-12-14 SUTPL/UDR-NH-8/IE/14/2507 Final submission of Typical Drawing of Road Marking and Kerb / New Jersey barrier painting Reg

Team Leader

1. P.D. NHAI 2. Director (T) HO 3. M/s CEG, Jaipur 4. PM (H)-Camp-1&2

87 17-12-14 SUTPL/UDR-NH-8/IE/14/2510

Submission of Staad files (soft copy) of design and drawing of Control Centre Building, Residential Quarter and Ancillary Building of Toll Plaza – Reg.

Team Leader

1. P.D. NHAI 2. Director (T) HO 3. PM (H & S) – Camp - 1 & 2

88 15-12-14 NHAI/PIU/Udai/GU/NH-8/Forest/2967

Construction of Stone Boundary Wall along Amberi Forest Area. Team Leader CPM (SUTPL)


Compensation of Acquired land Khasara no. 2877/1551, 1073 and 16 Nos. Cut trees. Team Leader CPM (SUTPL)

90 17-12-14 SUTPL/UDR-NH-8/IE/14/2509 Compliance of observation on Structure works during your site inspection on 18.11.14 – reg.

Team Leader 1. P.D. NHAI 2. Director (T) HO 3. Sr. PM (S)

91 17-12-14 SUTPL/UDR-NH-8/IE/14/2511 Submission of Median and Avenue Plantation proposal Team Leader

1. P.D. NHAI 2. Director SUTPL Ahmd. 3. PM (H) -Camp-1&2

92 18-12-14 SUTPL/UDR-NH-8/IE/14/2512 Submission of routine Pile load Test Reports of Elevated Flyover -1 @ Ch. 219+775 to Ch. 220+179 – Reg.

Team Leader

1. P.D. NHAI 2. M/s CEG, Jaipur 3. Director HO 4. GM (QA/QC)/ Mgr (QA/QC) 5.Sr. PM (S)

93 18-12-14 SUTPL/UDR-NH-8/IE/14/2513 Submission of Routine Pile Test Report of Major Bridge Khari @ Ch. 214+507 at Pile A1/12

Team Leader

1. P.D. NHAI 2. M/s CEG, Jaipur 3. Director HO 4. GM (QA/QC)/ Mgr (QA/QC) 5.Sr. PM (S)

94 18-12-14 SUTPL/UDR-NH-8/IE/14/2514 Submission of Revised Design & Drawings of Abutment A1 LHS of Elevated Flyover -2 @ Ch. 220+179 to 221+029 – Reg.

Team Leader


95 18-12-14 SUTPL/UDR-NH-8/IE/14/2515 Submission of Design & Drawings of Protection for Bearing of Elevated Flyover -1 Ch. 219+775 to Ch. 220+179 – Reg

Team Leader


96 18-12-14 SUTPL/UDR-NH-8/IE/14/2516 Submission of Method Statement for Stone Pitching Work – Reg. Team Leader

1. P.D. NHAI 2. Director HO 3. M/s CEG, Jaipur 4. PM (H & S)-Camp-1&2

97 18-12-14 SUTPL/UDR-NH-8/IE/14/2517 Information for kilometer Stone of NH-8 Reg. Team Leader 1. P.D. NHAI

2. Director HO

98 18-12-14 SUTPL/UDR-NH-8/IE/14/2518 Submission of Revised Typical Concrete Pavement and Joint Details – Reg. Team Leader

1. P.D. NHAI 2. Director HO 3. GM (QA/QC) 4. PM (H)-Camp-1&2 5. Manager (QA/QC)

99 18-12-14 SEL/UDR-NH-8/LAB/14/2519 Testing for Compressive Strength of Cement Concrete Core.

Rahul Engineers

Laboratory, Udaipur

1. P.D. NHAI 2. T.L. Aarvee 3. EX. Director (T) HO 4. GM (QA/QC) / Manager (QA/QC)

100 17-12-14 AA/HW/NHAI/1441/14-15/851 Design and Drawings of Seismic Arrester for Elevated Flyover – II at Km 220+179 to Km 221+029

CPM SUTPL Team Leader

101 17-12-14 AA/HW/NHAI/1441/14-15/852 Design and Drawings of Friction Slab with Crash Barrier for Flyover Ramp. CPM SUTPL Team Leader


146

102 17-12-14 AA/HW/NHAI/1441/14-15/853 CV of replacement “Senior Quality cum Material Engineer” for approval P.D. NHAI Team Leader

103 19-12-14 NHAI/PIU/Udai/RRVPNL/Udaipur-Nathdwara/3025

Proposal for road crossing on NH-8 for 220KV D/C LILO to Amberi from 220KV S/C Debari – Kankroli PGCIL Line in between km. 15-16 from Udaipur to Nathdwara

Team Leader

1. Ex. Engineer (C&M) TCC-VII RVPNL, Udaipur 2. CPM (SUTPL)

104 19-12-14 SUTPL/UDR-NH-8/IE/14/2520 Submission of SBC Reports for RE wall location of Flyovers @ Ch. 192+826 and Ch. 208+966 – Reg.

Team Leader

1. P.D. NHAI 2. Director HO 3. GM (QA/QC) 4. Sr. PM (S) / PM(H)-Camp -2 5. Manager (QA/QC)

105 20-12-14 SUTPL/UDR-NH-8/IE/14/2523 Submission of Revised RE wall Drawings of Flyover @ Ch. 204+652 – Reg. Team Leader

1.P.D. NHAI 2. Director HO 3. Sr. PM (S) 4. PM(H)-Camp-2

106 20-12-14 SUTPL/UDR-NH-8/IE/14/2524 Submission of Salary Sheet for the month of October – 2014 Team Leader

1.P.D. NHAI 2. Director, SUTPL, Ahmd 3. HR Dept. - HO 4. HR Dept. - Site

107 20-12-14 SUTPL/UDR-NH-8/IE/14/2526 Plan details at Gomati Chouraha Team Leader

1.P.D. NHAI 2. Director HO 3. M/s CEG, Jaipur 4. PM(H)-Camp-2

108 19-11-14 SUTPL/UDR-NH-8/NHAI/14/2521

Notice Under Article 16.1.2 of the Concession Agreement for Considering Change of Scope under Article 16 of Concession Agreement

P.D. NHAI 1. T.L. Aarvee 2. Director HO

109 22-12-14 SUTPL/UDR-NH-8/IE/14/2527 Concrete Design Mix M-25 Grade RCC for Section 1 Team Leader


110 22-12-14 SUTPL/UDR-NH-8/NHAI/14/2528 Third Party Testing of Material-Cement Concrete Cores P.D. NHAI

1. T.L. Aarvee 2. Director HO 3. GM / Manager (QA/QC)

111 22-12-14 SUTPL/UDR-NH-8/IE/14/2529 Third Party Testing of Site Concrete Core samples Team Leader


112 23-12-14 SUTPL/UDR-NH-8/IE/14/2530 Submission of Rain Harvesting locations – Reg Team Leader

1. P.D. NHAI 2. Director HO 3. PM(H), Camp- 1 & 2

113 23-12-14 SUTPL/UDR-NH-8/IE/14/2531 Relocation of Bus Bay -Reg Team Leader 1. P.D. NHAI 2. Director HO 3. PM(H), Camp- 2

114 23-12-14 SUTPL/UDR-NH-8/IE/14/2532 Change in location of Minor junction -Reg Team Leader 1. P.D. NHAI 2. Director HO 3. PM(H), Camp- 2

115 23-12-14 NHAI/Udai/GU-NH-8/AARVEE/3041

Third Party Testing of Material-Cement Concrete Cores Team Leader

116 25-12-14 SUTPL/UDR-NH-8/IE/14/2533 Final Submission of drawing for Typical Concrete Pavement and Joint details – Reg. Team Leader

1. P.D. NHAI 2. Director HO 3. GM (QA/QC) 4. PM (H) – Camp- 1&2 5. Manager (QA/QC)

117 25-12-14 SUTPL/UDR-NH-8/NHAI/14/2534 Land acquisition and physical possession of land regarding. P.D. NHAI

1. T.L. Aarvee 2. Director HO 3. PM (H)- Camp- 1&2

118 26-12-14 SUTPL/UDR-NH-8/IE/14/2536 Submission Compliance toward IE's observation on Drawing of Box Culvert @ Ch. 238+385

Team Leader

1. P.D. NHAI 2. Director HO 3. M/s CEG, Jaipur 4. PM (S)- Camp- 1


147

119 26-12-14 SUTPL/UDR-NH-8/IE/14/2537 Submission of Compliance towards IE's observation on design and drawing of Minor Bridge at Km.245+305 – reg.

Team Leader

1. P.D. NHAI 2. Director HO 3. M/s CEG, Jaipur 4. PM (S)- Camp- 1

120 26-12-14 SUTPL/UDR-NH-8/IE/14/2539 Submission of Compliance of IE's observation towards Design & Drawing of PCC / Stone Masonry Retaining Wall – Reg.

Team Leader

1. P.D. NHAI 2. Director HO 3. M/s CEG, Jaipur 4. Sr. PM (S) / PM (S)

121 26-12-14 SUTPL/UDR-NH-8/IE/14/2540 Submission of Compliance towards IE's observation on design & drawing of PUP @ Ch. 184+870 under “Change of Scope”

Team Leader

1. P.D. NHAI 2. Director HO 3. M/s CEG, Jaipur 4. Sr. PM (S) 5. Mr. Piyush

122 26-12-14 SUTPL/UDR-NH-8/IE/14/2538 Submission of Compliance towards IE's observation on design and drawing of RCC Slab of existing Minor Bridge @ 178+450

Team Leader

1. P.D. NHAI 2. Director HO 3. M/s CEG, Jaipur 4. Mr. Piyush

123 27-12-14 SUTPL/UDR-NH-8/IE/14/2542 Submission of Design and Drawing of Abutment A2 RHS of Elevated Flyover -2 @ Ch. 220+179 to Ch. 221+029 – Reg.

Team Leader


124 29-12-14 SUTPL/UDR-NH-8/NHAI/14/2543 Electrical Utility Shifting – Additional quantity of 11 KVA cable, Amet division P.D. NHAI


125 29-12-14 SUTPL/UDR-NH-8/NHAI/14/2544 Obstruction in construction of LHS Service road @ Ch. 198+350 to 198+700 P.D. NHAI


126 29-12-14 SUTPL/UDR-NH-8/NHAI/14/2545 Electrical Utility Shifting – Additional quantity of 11 KVA and 33 KVA cable, Kankroli division

P.D. NHAI


127 29-12-14 SUTPL/UDR-NH-8/IE/14/2547 Cast in situ drain cover slab for RCC drain – Reg. Team Leader

1. P.D. NHAI 2. Director (T) HO 3. M/s CEG, Jaipur 4. Sr. PM (S) / PM (S) 5. Lab 1 X Lab 2 6. GM (QA/QC)

128 30-12-14 SUTPL/UDR-NH-8/IE/14/2548 Submission of STP for extraction of soil – Reg. Team Leader 1. P.D. NHAI

2. Director HO


148

11.2 Outgoing Letters to NHAI & Concessionaire:

Outgoing Letters to NHAI & Concessionaire Sr. No

Letter Date Letter No. Subject Address to CC to

1 01-12-14 AA/UDR/NH-8/SUTPL/14/1426 Deviation from consented TCS CPM SUTPL

RAJSAMAND P.D. NHAI Udaipur, V.P. AARVEE HO,

2 01-12-14 AA/UDR/NH-8/SUTPL/14/1427

Revised Design & Drawing of Pier P35 RHS of Elevated Flyover -2 @ Ch. 220+179 to Ch. 221+029

CPM SUTPL RAJSAMAND

P.D. NHAI Udaipur, V.P. AARVEE HO,

3 01-12-14 AA/UDR/NH-8/SUTPL/14/1428

Continuous and heavy flow of underground water crossing the Project Highway at approve @ 224+400

CPM SUTPL RAJSAMAND


4 01-12-14 AA/UDR/NH-8/SUTPL/14/1429

Defect Deficiencies on works observed at site during inspection on 29.11.2014

CPM SUTPL RAJSAMAND


5 02-12-14 AA/UDR/NH-8/SUTPL/14/1430 Detailed Signage Plan for Project Highway CPM SUTPL


6 02-12-14 AA/UDR/NH-8/NHAI/14/1431 Swachh Bharat Mission P.D. NHAI, UDAIPUR

CPM SUTPL RAJSAMAND, V.P. AARVEE HO,

7 03-12-14 AA/UDR/NH-8/SUTPL/14/1432

Closure of NCR No. IE-061 dtd 14.11.2014

CPM SUTPL RAJSAMAND


8 03-12-14 AA/UDR/NH-8/SUTPL/14/1433

Construction of Toilet Block at Truck Lay Bye @ Ch. 180+490, Ch. 191+193 and Ch. 234+260 – Major Deviation from Consented Drawings

CPM SUTPL RAJSAMAND


9 03-12-14 AA/UDR/NH-8/SUTPL/14/1434

Representation for Median opening @ Ch. 190+310 instead of Ch. 190+600

CPM SUTPL RAJSAMAND


10 03-12-14 AA/UDR/NH-8/SUTPL/14/1435

Defect in work for Minor Bridge @Ch. 193+538 Non Conformance Report No. IE–066 dtd 03.12.14

CPM SUTPL RAJSAMAND


11 04-12-14 AA/UDR/NH-8/SUTPL/14/1436

GFCD – Design and Drawing of Box Girder for Elevated Flyover-2 @ Ch. 220+179 to Ch. 221+029

CPM SUTPL RAJSAMAND


12 04-12-14 AA/UDR/NH-8/NHAI/14/1437 GFCD – Design and Drawing of Box Girder for Elevated Flyover-2 @ Ch. 220+179 to Ch. 221+029

P.D. NHAI, UDAIPUR


13 04-12-14 AA/UDR/NH-8/NHAI/14/1438 Submission of Monthly Invoice No. 24 for the month of November -2014

P.D. NHAI, UDAIPUR V.P. AARVEE HO,

14 04-12-14 AA/UDR/NH-8/SUTPL/14/1439

Method Statement for Laying of Bituminous Concrete CBC

CPM SUTPL RAJSAMAND


15 04-12-14 AA/UDR/NH-8/NHAI/14/1440 Public Grievance from Sh. Kishan Singh Rajsamand (Rajasthan) regarding wrong turn in four lane on NH-8

P.D. NHAI, UDAIPUR


16 04-12-14 AA/UDR/NH-8/SUTPL/14/1441

-Material Approval for Rehabilitation work of Major & Minor Bridges -Tapecrete P-151 (M/s CICO Technologies Ltd.)

CPM SUTPL RAJSAMAND


17 04-12-14 AA/UDR/NH-8/SUTPL/14/1442 Electrical Poles erected at wrong location CPM SUTPL


18 26.11.14 05.12.14

AA/HW/1441/SUTPL/14-15/773

Design and Drawings of Pier P17 on LHS carriageway for Elevated Flyover -2 at km. 220+179 to 221+029


19 26.11.14 05.12.14

AA/HW/1441/SUTPL/14-15/774

Designs and Drawings of Pier (G13 – P29) on LHS and RHS carriageways for Elevated flyover -2 at km 220+179 to 221+029



149

20 05-12-14 AA/UDR/NH-8/SUTPL/14/1443

IE's observation towards the Methodology for correcting the damage occurred to the guide cone during stressing of Box Type PSC Girder for Elevated Flyover-2

CPM SUTPL RAJSAMAND


21 05-12-14 AA/UDR/NH-8/SUTPL/14/1444

Swachh Bharat Mission Removal of debris dumped along the project Highway

CPM SUTPL RAJSAMAND


22 05-12-14 AA/UDR/NH-8/SUTPL/14/1445

Non Conformance Report No. IE – 067, dtd 05.12.14

CPM SUTPL RAJSAMAND


23 09-12-14 AA/UDR/NH-8/NHAI/14/1446 Good For Construction Drawings – Drawing of Chute Drain in High Embankment.

P.D. NHAI, UDAIPUR


24 09-12-14 AA/UDR/NH-8/SUTPL/14/1447

Good For Construction Drawings – Drawing of Chute Drain in High Embankment.

CPM SUTPL RAJSAMAND


25 09-12-14 AA/UDR/NH-8/NHAI/14/1448 Request for Reimbursement of Service Tax CPM SUTPL RAJSAMAND


26 09-12-14 AA/UDR/NH-8/SUTPL/14/1449

Source Approval for Dowel Bar for PQC – Rastriya Ispat Nigam Ltd (RINL)

CPM SUTPL RAJSAMAND


27 09-12-14 AA/UDR/NH-8/NHAI/14/1450 Insurance Policy – Renewed (04.12.2014 – 03.12.2015)


28 10-12-14 AA/UDR/NH-8/NHAI/14/1451

Creation & Maintenance of Master Files in Electronic Form (CORRESPONDENCES from 1 November 2014 to 30 November 2014)


29 10-12-14 AA/UDR/NH-8/SUTPL/14/1452 Third Party Testing of Materials CPM SUTPL


30 11-12-14 AA/UDR/NH-8/SUTPL/14/1453

Defects observed for Tunnel Lining concrete from Ch. 252+037 to Ch. 252+043 LHS side of RHS tunnel at Nathdwara end

CPM SUTPL RAJSAMAND


31 05/12/14 11/12/14 AA/HW/1441/NHAI/14-15/811 Comments on Public representative for

provision of Service roads P.D. NHAI, UDAIPUR

CGM (TECH), RO, NHAI TEAM LEADER

32 11-12-14 AA/UDR/NH-8/SUTPL/14/1454 Typical Cross- Section of Tunnel CPM SUTPL


33 13-12-14 AA/UDR/NH-8/SUTPL/14/1455

Revised Plan & Profile with working TCS as per available land in Km 224+400 to Km 225+400

CPM SUTPL RAJSAMAND


34 13-12-14 AA/UDR/NH-8/NHAI/14/1456 Information under RTI, 2005 sought by Shri Vikram Chafla


35 15-12-14 AA/UDR/NH-8/SUTPL/14/1457

Pitching on Slopes – Methodology & Drawings

CPM SUTPL RAJSAMAND


36 15-12-14 AA/UDR/NH-8/SUTPL/14/1458


CPM SUTPL RAJSAMAND


37 15-12-14 AA/UDR/NH-8/SUTPL/14/1459


CPM SUTPL RAJSAMAND


38 15-12-14 AA/UDR/NH-8/SUTPL/14/1460


CPM SUTPL RAJSAMAND


39 16-12-14 AA/UDR/NH-8/SUTPL/14/1461

Toll Plaza - Design & Drawings of Control Centre Building, Residential Quarter and Ancillary Buildings

CPM SUTPL RAJSAMAND


40 16-12-14 AA/UDR/NH-8/SUTPL/14/1462

Third Party Testing of Site Concrete Core samples

CPM SUTPL RAJSAMAND


41 16-12-14 AA/UDR/NH-8/NHAI/14/1463 Compensation of damaged houses due to blasting at NH-8 and to stop of high Blasting

P.D. NHAI, UDAIPUR


42 16-12-14 AA/UDR/NH-8/SUTPL/14/1464

Typical Drawing of Road Marking and Kerb New Jersey barrier painting

CPM SUTPL RAJSAMAND



150

43 16-12-14 AA/UDR/NH-8/SUTPL/14/1465

Material Approval for Rehabilitation work of Major Bridge & Minor Bridges – Tapecrete P-151 (M/s CICO Technologies Lrd.)

CPM SUTPL RAJSAMAND


44 16-12-14 AA/UDR/NH-8/SUTPL/14/1466

Revised Design & Drawing of Pier P35 RHS of Elevated Flyover -2

CPM SUTPL RAJSAMAND


45 17-12-14 AA/UDR/NH-8/NHAI/14/1467 Structure Valuation P.D. NHAI, UDAIPUR


46 17-12-14 AA/UDR/NH-8/SUTPL/14/1468 Plan details at Gomati Chouraha CPM SUTPL


47 17-12-14 AA/UDR/NH-8/NHAI/14/1469 Change the location of Toll Plaza at Mandawada Ch. 187+244

P.D. NHAI, UDAIPUR


48 18-12-14 AA/UDR/NH-8/SUTPL/14/1470

IE's response towards submission of Revised Design & Drawings of PUP @ Km 184+870 (under COS)

CPM SUTPL RAJSAMAND


49 18-12-14 AA/UDR/NH-8/SUTPL/14/1471

IE's response towards submission of Design & Drawings of RCC Solid Slab for Existing Minor Bridge at Km 178+450

CPM SUTPL RAJSAMAND


50 18-12-14 AA/UDR/NH-8/SUTPL/14/1472

IE's comments and observations towards submission of Designs & Drawings of PCC / Stone Masonry Retaining wall

CPM SUTPL RAJSAMAND


51 18-12-14 AA/UDR/NH-8/SUTPL/14/1473

IE's comments towards submission of revised Drawings of Box culvert at Km 238+385

CPM SUTPL RAJSAMAND


52 19-12-14 AA/UDR/NH-8/SUTPL/14/1474

Non Conformance Report IE- 068 dtd 19.12.2014

CPM SUTPL RAJSAMAND


53 19-12-14 AA/UDR/NH-8/NHAI/14/1475 Information for Kilometer Stone of NH-8 – Reg

P.D. NHAI, UDAIPUR


54 20-12-14 AA/UDR/NH-8/SUTPL/14/1476


CPM SUTPL RAJSAMAND


55 20-12-14 AA/UDR/NH-8/NHAI/14/1477 Verification of Measurement of IPC No. 1 – towards shifting of water Pipe Line Bagheri Ka Naka Scheme, Dn. Nathdwara

P.D. NHAI, UDAIPUR


56 20-12-14 AA/UDR/NH-8/SUTPL/14/1478

Construction of Stone Boundary Wall along Amberi Forest Area

CPM SUTPL RAJSAMAND


57 20-12-14 AA/UDR/NH-8/SUTPL/14/1479

Compensation at Acquired land khasara no. 2877 / 1551, 1073 and 16 Nos. Cut trees

CPM SUTPL RAJSAMAND


58 22-12-14 AA/UDR/NH-8/NHAI/14/1480 Verification of Measurement of IPC No. 2 - towards shifting of Urban Water Supply Scheme Rajsamand, Dn. Rajsamand

P.D. NHAI, UDAIPUR


59 22-12-14 AA/UDR/NH-8/NHAI/14/1481 Verification of Measurement of IPC No. 2 - towards shifting of Urban Water Supply Scheme Nathdwara, Dn. Rajsamand

P.D. NHAI, UDAIPUR


60 22-12-14 AA/UDR/NH-8/SUTPL/14/1482

Presence of IE's Representative at the Time of Disbursement of Wages to Workmen by the Concessionaire - For the Month of October 2014

P.D. NHAI, UDAIPUR


61 17/12/14 22/12/14

AA/HW/1441/SUTPL/14-15/851

Design and Drawings of Seismic Arrester for Elevated Flyover-II at Km. 220.179 to Km. 221.029


62 17/12/14 22/12/14

AA/HW/1441/SUTPL/14-15/852

Design and Drawings of Friction Slab with Crash Barrier for Flyover Ramp CPM SUTPL 1.Team Leader

2. P.D. NHAI

63 23-12-14 AA/UDR/NH-8/SUTPL/14/1483 Method Statement for Stone Pitching work CPM SUTPL


64 23-12-14 AA/UDR/NH-8/SUTPL/14/1484 Jerk on DBM Surface CPM SUTPL



151

65 23-12-14 AA/UDR/NH-8/SUTPL/14/1485

Revised Method Statement for Construction of Bituminous Concrete (BC)

CPM SUTPL RAJSAMAND


66 23-12-14 AA/UDR/NH-8/SUTPL/14/1486

Revised Typical Concrete Pavement and Joint details

CPM SUTPL RAJSAMAND


67 23-12-14 AA/UDR/NH-8/SUTPL/14/1487

IE's response towards compliance on Design & Drawings for Box type Minor Bridge at Km 245+305

CPM SUTPL RAJSAMAND


68 23-12-14 AA/UDR/NH-8/NHAI/14/1488 Monthly Progress Report No. 24 for the Month of November 2014

P.D. NHAI, UDAIPUR


69 23-12-14 AA/UDR/NH-8/SUTPL/14/1489

Monthly Progress Report No. 24 for the Month of November 2014

CPM SUTPL RAJSAMAND


70 17/12/14 23/12/14 AA/HW/1441/NHAI/14-15/853 CV of replacement “Senior Quality cum

Material Engineer” for approval P.D. NHAI, UDAIPUR

CGM (TECH), RO, NHAI TEAM LEADER

71 26-12-14 AA/UDR/NH-8/Third Party Lab./14/1490

Third Party Testing of Site Concrete Core Cylinder Samples at your Laboratory.

Rahul Engineers Laboratory

P.D. NHAI Udaipur, CPM SUTPL RAJSAMAND, V.P. AARVEE HO,

72 26-12-14 AA/UDR/NH-8/SUTPL/14/1491

IE's observations on PQC Site Trial carried out from Ch. 251+525 to Ch. 251+565 (LHS) on 17.12.2014

CPM SUTPL RAJSAMAND


73 26-12-14 AA/UDR/NH-8/SUTPL/14/1492

Compliance of observation for tunnel lining concrete from Ch. 252+037 to Ch. 252+043 LHS Side of RHS tunnel at Nathdwara end

CPM SUTPL RAJSAMAND


74 26-12-14 AA/UDR/NH-8/SUTPL/14/1493


CPM SUTPL RAJSAMAND


75 27-12-14 AA/UDR/NH-8/SUTPL/14/1494

IE's Comments and Observations towards the submission of Revised designs and drawings of Pier P35 (RHS), Abutment A2 and Abutment A1 (LHS) received for Elevated Flyover -2

CPM SUTPL RAJSAMAND


76 27-12-14 AA/UDR/NH-8/SUTPL/14/1495


CPM SUTPL RAJSAMAND


77 27-12-14 AA/UDR/NH-8/SUTPL/14/1496


CPM SUTPL RAJSAMAND


78 31-12-14 AA/UDR/NH-8/SUTPL/14/1497

Plan details at Gomati Chouraha - Your Proposal to modify the alignment for integration with Beawar-Gomati Chouraha section of NH-8

CPM SUTPL RAJSAMAND



152

12

PROGRESS PHOTOGRAPHS


153

Checking DBM Surface regularity by Straight Edge @ Ch. 225+100 (RHS)

Blasting at Tunnel site (RHS), Udaipur end


154

Pavement Quality Concrete (PQC) @ Ch. 251+620 (LHS)

Return wall A2 LHS side

E EXECUTIVE - nhai.org.innhai.org.in/spw/IEReport/Final MPR_December 2014.pdf · E EXECUTIVE ....

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