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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
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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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.
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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THE PROJECT
Chapter 1
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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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
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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
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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
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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
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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
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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
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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
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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
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2 IE’s INSPECTION REPORT
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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
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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
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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.
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• 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.
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• 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.
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(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.
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(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.
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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:
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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
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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
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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.
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3 WORK PROGRESS
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
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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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
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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
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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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
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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
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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3.2.5 Progress for Minor Bridges/VUP/CUP:
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3.2.6 Progress for Flyovers & Elevated Flyovers:
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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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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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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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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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ELEVATED FLYOVER – 1 (1X19.9+1X30+18X19.9): Progress for the reporting month is given below:-
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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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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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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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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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3.2.7 Progress for Minor & Major Bridges:
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Minor Bridge @ Ch. 185.790 (LHS)
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Minor Bridge @ Ch. 185.790 (RHS)
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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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3.2.8 Progress for Overpass:
Nil for the reporting month
3.2.9 Progress for Tunnel:
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4
Quality Assurance & Control
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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.
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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
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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
8 Electronic Balance 30kg Nos 5
9 Electronic Balance 20kg Nos 3
10 Electronic Balance 10kg Nos 2
11 Electronic Balance 5kg Nos 2
12 Electronic Balance 550g Nos 1
13 Electronic Balance 300kg Nos 1
14 Electronic Platform Balance 200kg Nos 1
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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
37 Riffle Box 53mm Nos 2
38 Riffle Box 25mm 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
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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
85 Sand pouring Cylinder 150mm Dia Nos. 4
86 Sand pouring Cylinder 200mm Dia Nos. 4
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
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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
120 G.I. Sieve 450 mm Dia.(75mm) Nos. 2
121 G.I. Sieve 450 mm Dia.(63mm) Nos. 3
122 G.I. Sieve 450 mm Dia.(53mm) Nos. 6
123 G.I. Sieve 450 mm Dia.(50mm) Nos. 3
124 G.I. Sieve 450 mm Dia.(45mm) Nos. 5
125 G.I. Sieve 450 mm Dia.(40mm) Nos. 9
126 G.I. Sieve 450 mm Dia.(37.5mm) Nos. 4
127 G.I. Sieve 450 mm Dia.(26.5mm) Nos. 5
128 G.I. Sieve 450 mm Dia.(25mm) Nos. 4
129 G.I. Sieve 450 mm Dia.(22.4mm) Nos. 4
130 G.I. Sieve 450 mm Dia.(20mm) Nos. 9
131 G.I. Sieve 450 mm Dia.(19mm) Nos. 4
132 G.I. Sieve 450 mm Dia.(16mm) Nos. 5
133 G.I. Sieve 450 mm Dia.(14mm) Nos. 1
134 G.I. Sieve 450 mm Dia.(13.2mm) Nos. 6
135 G.I. Sieve 450 mm Dia.(12.5mm) Nos. 6
136 G.I. Sieve 450 mm Dia.(11.2mm) Nos. 6
137 G.I. Sieve 450 mm Dia.(10mm) Nos. 6
138 G.I. Sieve 450 mm Dia.(9.5mm) Nos. 5
139 G.I. Sieve 450 mm Dia.(8mm) Nos. 2
140 G.I. Sieve 450 mm Dia.(6.7mm) Nos. 2
141 G.I. Sieve 450 mm Dia.(6.3mm) Nos. 4
142 G.I. Sieve 450 mm Dia.(5.6mm) Nos. 3
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
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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150 Brass sieve 200mm Dia.(4.75mm.) Nos. 5
151 Brass sieve 200mm Dia. (2.36mm.) Nos. 6
152 Brass sieve 200mm Dia.(2.0mm.) Nos. 3
153 Brass sieve 200mm Dia.(1.70mm.) Nos. 4
154 Brass sieve 200mm Dia. (1.18mm.) Nos. 7
155 Brass sieve 200mm Dia. (1.0mm.) 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
159 Brass sieve 200mm Dia. (150mic.) Nos. 8
160 Brass sieve 200mm Dia. (90mic.) Nos. 2
161 Brass sieve 200mm Dia. (75mic.) 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
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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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
NO.OF TEST CONDUCTED
FOR THE MONTH
NO.OF TEST CONDUCTED
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
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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SL NO DESCRIPTION TYPE OF TEST FREQUENCY OF TESTING
NO.OF TEST CONDUCTED
TILL LAST MONTH
NO.OF TEST CONDUCTED
FOR THE MONTH
NO.OF TEST CONDUCTED
TO DATE
TEST WITNESSEDD BY IE / NHAI
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
1 test / 400 MT/ Min. 2 test / day / plant 580 42 622 4
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
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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SL NO DESCRIPTION TYPE OF TEST FREQUENCY OF TESTING
NO.OF TEST CONDUCTED
TILL LAST MONTH
NO.OF TEST CONDUCTED
FOR THE MONTH
NO.OF TEST CONDUCTED
TO DATE
TEST WITNESSEDD BY IE / NHAI
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
1 test / 400 MT/ Min. 2 test / day / plant 8 2 10 1
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
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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SL NO DESCRIPTION TYPE OF TEST FREQUENCY OF TESTING
NO.OF TEST CONDUCTED
TILL LAST MONTH
NO.OF TEST CONDUCTED
FOR THE MONTH
NO.OF TEST CONDUCTED
TO DATE
TEST WITNESSEDD BY IE / NHAI
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
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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SL NO DESCRIPTION TYPE OF TEST FREQUENCY OF TESTING
NO.OF TEST CONDUCTED
TILL LAST MONTH
NO.OF TEST CONDUCTED
FOR THE MONTH
NO.OF TEST CONDUCTED
TO DATE
TEST WITNESSEDD BY IE / NHAI
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
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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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
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
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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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
2 Electronic Balance 50 Kg SEL/QC/SEC-1/EQ-6/1 EIE Ahamadabad 1 Year Available in Records 05.12.2014 04.12.2015
3 Electronic Balance 30 Kg SEL/QC/SEC-1/EQ-6/2 EIE Ahamadabad 1 Year Available in Records 06.09.2014 05.09.2015
4 Electronic Balance 20 Kg SEL/QC/SEC-1/EQ-6/3 EIE Ahamadabad 1 Year Available in Records 05.12.2014 04.12.2015
5 Electronic Balance 20 Kg SEL/QC/SEC-1/EQ-6/4 EIE Ahamadabad 1 Year Available in Records 05.12.2014 04.12.2015
6 Electronic Balance 10 Kg SEL/QC/SEC-1/EQ-6/5 EIE Ahamadabad 1 Year Available in Records 05.12.2014 04.12.2015
7 Electronic Balance 5 Kg SEL/QC/SEC-1/EQ-6/6 EIE Ahamadabad 1 Year Available in Records 06.09.2014 05.09.2015
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
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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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
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
3 Electronic Balance ( 20 Kg) SEL/QC/SEC-2/EQ-4/3 EIE INST. PVT LTD 1 Year Available in Records 05.02.2014 04.02.2015
4 Electronic Balance ( 10 Kg) SEL/QC/SEC-2/EQ-4/4 EIE INST. PVT LTD 1 Year Available in Records 05.02.2014 04.02.2015
5 Electronic Balance ( 5 Kg) SEL/QC/SEC-2/EQ-4/5 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
23 Sand Pouring Cylinder (150 mm) SEL/QC/SEC-2/EQ-21/2 In House Every 3 months Available in Records 01.12.2014 01.03.2015
24 Sand Pouring Cylinder (200 mm) SEL/QC/SEC-2/EQ-21/3 In House Every 3 months Available in Records 01.12.2014 01.03.2015
25 Sand Pouring Cylinder (150 mm) SEL/QC/SEC-2/EQ-21/4 In House Every 3 months Available in Records 29.11.2014 28.02.2015
26 Sand Pouring Cylinder (200 mm) SEL/QC/SEC-2/EQ-21/5 In House Every 3 months Available in Records 29.11.2014 28.02.2015
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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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
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5
LAPSES, DEFECTS/ DEFICIENCIES
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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
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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
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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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
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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.
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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6 PLANS/DRAWINGS
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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
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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
√ √ √
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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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
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ate
Fina
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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
√ √ √
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7
TRAFFIC & SAFETY MEASURES
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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,
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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
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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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
Chainage Observations Safety risk Measures to be taken
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
Chainage Observations Safety risk Measures to be taken
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
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• 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
Chainage Observations Safety risk Measures to be taken
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
Chainage Observations Safety risk Measures to be taken
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
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
108
7.3.1.6 Flyover at Kelwa 1 & 2
Chainage Observations Safety risk Measures to be taken
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
Chainage Observations Safety risk Measures to be taken
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.
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
109
8 PROJECT HIGHWAY MAINTENANCE
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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.
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9 PLANT & EQUIPMENT
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
114
10 HINDRANCES/
LAND ACQUISITION
STATUS
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
Light PollFoundation
RoomWell
Water TankHotal
Petrol P.B.wall/HotelTower/Bwall
Shop/WallWall/TempleB.wall/House
B.wallShop
HouseBathroom
TempleBus Stand
HandPumpMedain
HandPumpBus Stand
TempleBathroom
HouseShop
B.wallB.wall/HouseShop/B.wallShop/HouseHouse/Tank
Petrol P.Hotal
Water TankWell
RoomFoundation
Light PollPolice help
CenterIsland
WaterDrainGate
ToileatJal MandirBore 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
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
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
Light PollFoundation
RoomWell
Water TankHotal
Petrol P.B.wall/HotelTower/Bwall
Shop/WallWall/TempleB.wall/House
B.wallShop
HouseBathroom
TempleBus Stand
HandPumpMedain
HandPumpBus Stand
TempleBathroom
HouseShop
B.wallB.wall/HouseShop/B.wallShop/HouseHouse/Tank
Petrol P.Hotal
Water TankWell
RoomFoundation
Light PollPolice help
CenterIsland
WaterDrainGate
ToileatJal MandirBore 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
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
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
Light PollFoundation
RoomWell
Water TankHotal
Petrol P.B.wall/HotelTower/Bwall
Shop/WallWall/TempleB.wall/House
B.wallShop
HouseBathroom
TempleBus Stand
HandPumpMedain
HandPumpBus Stand
TempleBathroom
HouseShop
B.wallB.wall/HouseShop/B.wallShop/HouseHouse/Tank
Petrol P.Hotal
Water TankWell
RoomFoundation
Light PollPolice help
CenterIsland
WaterDrainGate
ToileatJal MandirBore 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
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
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
Light PollFoundation
RoomWell
Water TankHotal
Petrol P.B.wall/HotelTower/Bwall
Shop/WallWall/TempleB.wall/House
B.wallShop
HouseBathroom
TempleBus Stand
HandPumpMedain
HandPumpBus Stand
TempleBathroom
HouseShop
B.wallB.wall/HouseShop/B.wallShop/HouseHouse/Tank
Petrol P.Hotal
Water TankWell
RoomFoundation
Light PollPolice help
CenterIsland
WaterDrainGate
ToileatJal MandirBore 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
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
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
Light PollFoundation
RoomWell
Water TankHotal
Petrol P.B.wall/HotelTower/Bwall
Shop/WallWall/TempleB.wall/House
B.wallShop
HouseBathroom
TempleBus Stand
HandPumpMedain
HandPumpBus Stand
TempleBathroom
HouseShop
B.wallB.wall/HouseShop/B.wallShop/HouseHouse/Tank
Petrol P.Hotal
Water TankWell
RoomFoundation
Light PollPolice help
CenterIsland
WaterDrainGate
ToileatJal MandirBore 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 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
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
Light PollFoundation
RoomWell
Water TankHotal
Petrol P.B.wall/HotelTower/Bwall
Shop/WallWall/TempleB.wall/House
B.wallShop
HouseBathroom
TempleBus Stand
HandPumpMedain
HandPumpBus Stand
TempleBathroom
HouseShop
B.wallB.wall/HouseShop/B.wallShop/HouseHouse/Tank
Petrol P.Hotal
Water TankWell
RoomFoundation
Light PollPolice help
CenterIsland
WaterDrainGate
ToileatJal MandirBore 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
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
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
Light PollFoundation
RoomWell
Water TankHotal
Petrol P.B.wall/HotelTower/Bwall
Shop/WallWall/TempleB.wall/House
B.wallShop
HouseBathroom
TempleBus Stand
HandPumpMedain
HandPumpBus Stand
TempleBathroom
HouseShop
B.wallB.wall/HouseShop/B.wallShop/HouseHouse/Tank
Petrol P.Hotal
Water TankWell
RoomFoundation
Light PollPolice help
CenterIsland
WaterDrainGate
ToileatJal MandirBore 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
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
Monthly Progress Report No 25: December 2014Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
Chainage
Bore wallPark
WaterDrainIsland
Police help Center
Light PollD.G. RoomWell
Water TankHotal
Petrol P.Shop/Tank
B.W/TempleGate/HouseShop/House
B.Wall/HouseB.wallShop
HouseBathroom
TempleBus Stand
HandPumpMedain
HandPumpBus Stand
TempleBathroom
HouseShopB.wall
B.Wall/HouseShop/B.Wall
Bus Stop/GateTemple/House
B.Wall/DG B.Wall/Plinth
TowerHotal
Water TankWell
Well/DrainRoom
Foundation Light Poll
Police help CenterIsland
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
Monthly Progress Report No 25: December 2014Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
Chainage
Bore wallPark
WaterDrainIsland
Police help Center
Light PollD.G. RoomWell
Water TankHotal
Petrol P.Shop/Tank
B.W/TempleGate/HouseShop/House
B.Wall/HouseB.wallShop
HouseBathroom
TempleBus Stand
HandPumpMedain
HandPumpBus Stand
TempleBathroom
HouseShopB.wall
B.Wall/HouseShop/B.Wall
Bus Stop/GateTemple/House
B.Wall/DG B.Wall/Plinth
TowerHotal
Water TankWell
Well/DrainRoom
Foundation Light Poll
Police help CenterIsland
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
Monthly Progress Report No 25: December 2014Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
Chainage
Bore wallPark
WaterDrainIsland
Police help Center
Light PollD.G. RoomWell
Water TankHotal
Petrol P.Shop/Tank
B.W/TempleGate/HouseShop/House
B.Wall/HouseB.wallShop
HouseBathroom
TempleBus Stand
HandPumpMedain
HandPumpBus Stand
TempleBathroom
HouseShopB.wall
B.Wall/HouseShop/B.Wall
Bus Stop/GateTemple/House
B.Wall/DG B.Wall/Plinth
TowerHotal
Water TankWell
Well/DrainRoom
Foundation Light Poll
Police help CenterIsland
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
Monthly Progress Report No 25: December 2014Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
Chainage
Bore wallPark
WaterDrainIsland
Police help Center
Light PollD.G. RoomWell
Water TankHotal
Petrol P.Shop/Tank
B.W/TempleGate/HouseShop/House
B.Wall/HouseB.wallShop
HouseBathroom
TempleBus Stand
HandPumpMedain
HandPumpBus Stand
TempleBathroom
HouseShopB.wall
B.Wall/HouseShop/B.Wall
Bus Stop/GateTemple/House
B.Wall/DG B.Wall/Plinth
TowerHotal
Water TankWell
Well/DrainRoom
Foundation Light Poll
Police help CenterIsland
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
Monthly Progress Report No 25: December 2014Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
Chainage
Bore wallPark
WaterDrainIsland
Police help Center
Light PollD.G. RoomWell
Water TankHotal
Petrol P.Shop/Tank
B.W/TempleGate/HouseShop/House
B.Wall/HouseB.wallShop
HouseBathroom
TempleBus Stand
HandPumpMedain
HandPumpBus Stand
TempleBathroom
HouseShopB.wall
B.Wall/HouseShop/B.Wall
Bus Stop/GateTemple/House
B.Wall/DG B.Wall/Plinth
TowerHotal
Water TankWell
Well/DrainRoom
Foundation Light Poll
Police help CenterIsland
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
Monthly Progress Report No 25: December 2014Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
Chainage
Bore wallPark
WaterDrainIsland
Police help Center
Light PollD.G. RoomWell
Water TankHotal
Petrol P.Shop/Tank
B.W/TempleGate/HouseShop/House
B.Wall/HouseB.wallShop
HouseBathroom
TempleBus Stand
HandPumpMedain
HandPumpBus Stand
TempleBathroom
HouseShopB.wall
B.Wall/HouseShop/B.Wall
Bus Stop/GateTemple/House
B.Wall/DG B.Wall/Plinth
TowerHotal
Water TankWell
Well/DrainRoom
Foundation Light Poll
Police help CenterIsland
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
Monthly Progress Report No 25: December 2014Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
Chainage
Bore wallPark
WaterDrainIsland
Police help Center
Light PollD.G. RoomWell
Water TankHotal
Petrol P.Shop/Tank
B.W/TempleGate/HouseShop/House
B.Wall/HouseB.wallShop
HouseBathroom
TempleBus Stand
HandPumpMedain
HandPumpBus Stand
TempleBathroom
HouseShopB.wall
B.Wall/HouseShop/B.Wall
Bus Stop/GateTemple/House
B.Wall/DG B.Wall/Plinth
TowerHotal
Water TankWell
Well/DrainRoom
Foundation Light Poll
Police help CenterIsland
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
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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:
Monthly Progress Report No 25: December 2014Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
134
10.5 Status of Village wise Land Acquisition: (As per information provided by Concessionaire)
Sl..N
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illag
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der
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uisi
tion
3 (a
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ette
of
Indi
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-25
.02.
2010
&
apen
dix-
dt-
17.0
3.20
12,
21.0
4.20
12
3 (A
) Gaz
ette
of
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a dt
-21
.04.
2012
&
04.0
7.20
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
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
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
135
Sl..N
o.
Nam
e of
V
illag
e un
der
Acq
uisi
tion
3 (a
) Gaz
ette
of
Indi
a dt
-25
.02.
2010
&
apen
dix-
dt-
17.0
3.20
12,
21.0
4.20
12
3 (A
) Gaz
ette
of
Indi
a dt
-21
.04.
2012
&
04.0
7.20
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
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
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
Monthly Progress Report No 25: December 2014Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
136
10.6 Scope & Status of Utility Shifting: (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
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
PHED
EL
MedainEL
PHED
Chainage
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
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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
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900
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000
196+
100
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900
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000
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900
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000
198+
100
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200
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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+
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200+
400
200+
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200+
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200+
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900
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000
201+
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201+
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201+
600
201+
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201+
800
201+
900
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000
202+
100
202+
200
202+
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202+
400
202+
500
202+
600
202+
700
202+
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900
203+
000
203+
100
203+
200
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300
203+
400
203+
500
203+
600
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700
203+
800
203+
900
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000
204+
100
204+
200
204+
300
204+
400
204+
500
204+
600
204+
700
204+
800
204+
900
205+
000
PHED
EL
MedainEL
PHED
Chainage
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+
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600
208+
700
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900
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000
209+
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209+
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209+
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209+
400
209+
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209+
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209+
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000
210+
100
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210+
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900
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000
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211+
700
211+
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000
212+
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212+
300
212+
400
212+
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212+
600
212+
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212+
800
212+
900
213+
000
213+
100
213+
200
213+
300
213+
400
213+
500
213+
600
213+
700
213+
800
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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
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600
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700
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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
218+
600
218+
700
218+
800
218+
900
219+
000
PHED
EL
MedainEL
PHED
Chainage
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
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
PHED
EL
MedainEL
PHED
Chainage
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
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
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300
241+
400
241+
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241+
600
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700
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800
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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+
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PHED
EL
MedainEL
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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
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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)
Dismantling, Removal of old poles / trans & fixing of new as per sanctioned estimate
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)
Dismantling, Removal of old poles / trans & fixing of new as per sanctioned estimate
Estimate submitted PIU to RO, Jaipur Work in progress 55000 Mts. 36551 18449 66.5% -
4
PHED Water pipe line (UWSS,
Rajsamand)
Dismantling, Removal of old poles / trans & fixing of new as per sanctioned estimate
Estimate approved Work in progress 10400 Mts.
12200 7640 61.5% - 5
PHED Water pipe line (UWSS,
Nathdwara)
Dismantling, Removal of old poles / trans & fixing of new as per sanctioned estimate
Estimate approved Work in progress 7410 Mts.
6
PHED Water pipe line
(RWSS Kelwa & Negdiya)
Dismantling, Removal of old poles / trans & fixing of new as per sanctioned estimate
Estimate approved Work in progress 2030 Mts.
7 PHED water
pipe line (Rural)
Dismantling, Removal of old poles / trans & fixing of new as per sanctioned estimate
Estimate submitted PIU to RO, Jaipur Work in progress 8409 Mts. 5050 3359 60.1% -
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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)
Cutting of Trees, uprooting & disposal
as per sanctioned estimate.
Tree Cutting permission obtained
from concerned Authority.
Work in progress 3302 Nos. 3302 - 100.0% -
10
TREE CUTTING (Private / Revenue) (Udaipur District)
Cutting of Trees, uprooting & disposal
as per sanctioned estimate
Tree Cutting permission obtained
from concerned Authority.
Work in progress 200 Nos. 200 - 100.0% -
11
TREE CUTTING
(Forest) (Udaipur District)
Cutting of Trees, uprooting & disposal
as per sanctioned estimate
Tree Cutting permission obtained
from concerned Authority.
Work in progress 3065 Nos. 3065 - 100.0% -
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 - -
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
139
11 CORRESPONDANCES
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
CPM SUTPL 1.Team Leader 2. P.D. NHAI
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)
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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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)
24 02-12-14 NHAI/PIU/Udai/GU/NH-8/VIP/2854
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
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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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
1. P.D. NHAI 2. Director HO 3. GM (QA/QC) 4. Manager (QA/QC)
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
40 02-12-14 NHAI/PIU/Udai/GU/NH-8/Public Grievance/2863
Request for providing Opening for ease access from NH-8 – Reg. Team Leader CPM (SUTPL)
41 08-12-14 NHAI/PIU/Udai/GU/NH-8/VIP/2889
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
Team Leader CPM (SUTPL)
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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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.
Team Leader CPM (SUTPL)
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)
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
1. P.D. NHAI 2. Director (T) HO 3. M/s CEG, Jaipur 4. Sr. PM (S)
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
1. P.D. NHAI 2. Director HO 3. GM (QA/QC) 4. Manager (QA/QC)
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)
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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)
89 16-12-14 NHAI/PIU/Udai/GU/NH-8/Public Grievance/2979
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
1. P.D. NHAI 2. Director HO 3. M/s CEG, Jaipur 4. Sr. PM (S)
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
1. P.D. NHAI 2. Director HO 3. M/s CEG, Jaipur 4. Sr. PM (S)
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
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
1. P.D. NHAI 2. Director HO 3. GM (QA/QC) 4. Manager (QA/QC)
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
1. P.D. NHAI 2. Director HO 3. GM (QA/QC) 4. Manager (QA/QC)
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
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
1. P.D. NHAI 2. Director (T) HO 3. M/s CEG, Jaipur 4. Sr. PM (S)
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
1. T.L. Aarvee 2. Director HO 3. PM (H) – Camp – 2
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
1. T.L. Aarvee 2. Director HO 3. PM (H) – Camp – 2
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
1. T.L. Aarvee 2. Director HO 3. PM (H) – Camp – 2
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
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
5 02-12-14 AA/UDR/NH-8/SUTPL/14/1430 Detailed Signage Plan for Project Highway CPM SUTPL
RAJSAMAND P.D. NHAI Udaipur, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
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
CPM SUTPL RAJSAMAND, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
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
CPM SUTPL RAJSAMAND, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
17 04-12-14 AA/UDR/NH-8/SUTPL/14/1442 Electrical Poles erected at wrong location CPM SUTPL
RAJSAMAND P.D. NHAI Udaipur, V.P. AARVEE HO,
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
CPM SUTPL 1.Team Leader 2. P.D. NHAI
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
CPM SUTPL 1.Team Leader 2. P.D. NHAI
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
22 05-12-14 AA/UDR/NH-8/SUTPL/14/1445
Non Conformance Report No. IE – 067, dtd 05.12.14
CPM SUTPL RAJSAMAND
P.D. NHAI Udaipur, V.P. AARVEE HO,
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
CPM SUTPL RAJSAMAND, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
25 09-12-14 AA/UDR/NH-8/NHAI/14/1448 Request for Reimbursement of Service Tax CPM SUTPL RAJSAMAND
P.D. NHAI Udaipur, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
27 09-12-14 AA/UDR/NH-8/NHAI/14/1450 Insurance Policy – Renewed (04.12.2014 – 03.12.2015)
P.D. NHAI, UDAIPUR V.P. AARVEE HO,
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)
P.D. NHAI, UDAIPUR V.P. AARVEE HO,
29 10-12-14 AA/UDR/NH-8/SUTPL/14/1452 Third Party Testing of Materials CPM SUTPL
RAJSAMAND P.D. NHAI Udaipur, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
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
RAJSAMAND P.D. NHAI Udaipur, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
34 13-12-14 AA/UDR/NH-8/NHAI/14/1456 Information under RTI, 2005 sought by Shri Vikram Chafla
P.D. NHAI, UDAIPUR V.P. AARVEE HO,
35 15-12-14 AA/UDR/NH-8/SUTPL/14/1457
Pitching on Slopes – Methodology & Drawings
CPM SUTPL RAJSAMAND
P.D. NHAI Udaipur, V.P. AARVEE HO,
36 15-12-14 AA/UDR/NH-8/SUTPL/14/1458
Closure of NCR No. IE-063 dtd 19.11.2014
CPM SUTPL RAJSAMAND
P.D. NHAI Udaipur, V.P. AARVEE HO,
37 15-12-14 AA/UDR/NH-8/SUTPL/14/1459
Closure of NCR No. IE-064 dtd 25.11.2014
CPM SUTPL RAJSAMAND
P.D. NHAI Udaipur, V.P. AARVEE HO,
38 15-12-14 AA/UDR/NH-8/SUTPL/14/1460
Closure of NCR No. IE-066 dtd 03.12.2014
CPM SUTPL RAJSAMAND
P.D. NHAI Udaipur, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
40 16-12-14 AA/UDR/NH-8/SUTPL/14/1462
Third Party Testing of Site Concrete Core samples
CPM SUTPL RAJSAMAND
P.D. NHAI Udaipur, V.P. AARVEE HO,
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
CPM SUTPL RAJSAMAND, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
45 17-12-14 AA/UDR/NH-8/NHAI/14/1467 Structure Valuation P.D. NHAI, UDAIPUR
CPM SUTPL RAJSAMAND, V.P. AARVEE HO,
46 17-12-14 AA/UDR/NH-8/SUTPL/14/1468 Plan details at Gomati Chouraha CPM SUTPL
RAJSAMAND P.D. NHAI Udaipur, V.P. AARVEE HO,
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
CPM SUTPL RAJSAMAND, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
52 19-12-14 AA/UDR/NH-8/SUTPL/14/1474
Non Conformance Report IE- 068 dtd 19.12.2014
CPM SUTPL RAJSAMAND
P.D. NHAI Udaipur, V.P. AARVEE HO,
53 19-12-14 AA/UDR/NH-8/NHAI/14/1475 Information for Kilometer Stone of NH-8 – Reg
P.D. NHAI, UDAIPUR
CPM SUTPL RAJSAMAND, V.P. AARVEE HO,
54 20-12-14 AA/UDR/NH-8/SUTPL/14/1476
Closure of NCR No. IE-058 dtd 07.11.2014
CPM SUTPL RAJSAMAND
P.D. NHAI Udaipur, V.P. AARVEE HO,
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
CPM SUTPL RAJSAMAND, V.P. AARVEE HO,
56 20-12-14 AA/UDR/NH-8/SUTPL/14/1478
Construction of Stone Boundary Wall along Amberi Forest Area
CPM SUTPL RAJSAMAND
P.D. NHAI Udaipur, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
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
CPM SUTPL RAJSAMAND, V.P. AARVEE HO,
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
CPM SUTPL RAJSAMAND, V.P. AARVEE HO,
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
CPM SUTPL RAJSAMAND, V.P. AARVEE HO,
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
CPM SUTPL 1.Team Leader 2. P.D. NHAI
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
RAJSAMAND P.D. NHAI Udaipur, V.P. AARVEE HO,
64 23-12-14 AA/UDR/NH-8/SUTPL/14/1484 Jerk on DBM Surface CPM SUTPL
RAJSAMAND P.D. NHAI Udaipur, V.P. AARVEE HO,
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
151
65 23-12-14 AA/UDR/NH-8/SUTPL/14/1485
Revised Method Statement for Construction of Bituminous Concrete (BC)
CPM SUTPL RAJSAMAND
P.D. NHAI Udaipur, V.P. AARVEE HO,
66 23-12-14 AA/UDR/NH-8/SUTPL/14/1486
Revised Typical Concrete Pavement and Joint details
CPM SUTPL RAJSAMAND
P.D. NHAI Udaipur, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
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
CPM SUTPL RAJSAMAND, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
74 26-12-14 AA/UDR/NH-8/SUTPL/14/1493
Non Conformance Report IE- 069 dtd 26.12.2014
CPM SUTPL RAJSAMAND
P.D. NHAI Udaipur, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
76 27-12-14 AA/UDR/NH-8/SUTPL/14/1495
Non Conformance Report IE- 070 dtd 27.12.2014
CPM SUTPL RAJSAMAND
P.D. NHAI Udaipur, V.P. AARVEE HO,
77 27-12-14 AA/UDR/NH-8/SUTPL/14/1496
Non Conformance Report IE- 071 dtd 27.12.2014
CPM SUTPL RAJSAMAND
P.D. NHAI Udaipur, V.P. AARVEE HO,
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
P.D. NHAI Udaipur, V.P. AARVEE HO,
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
152
12
PROGRESS PHOTOGRAPHS
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
153
Checking DBM Surface regularity by Straight Edge @ Ch. 225+100 (RHS)
Blasting at Tunnel site (RHS), Udaipur end
Monthly Progress Report No 25: December 2014 Independent Engineer Services of 4 Laning of Gomati Chauraha – Udaipur Section of NH-8
154
Pavement Quality Concrete (PQC) @ Ch. 251+620 (LHS)
Return wall A2 LHS side
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