1. PROJECT LOCATION MAP: Monthly Progress Report September 2015 1
2. EXECUTIVE SUMMARY : Independent Engineering Service The Government of India (GOI) through Ministry of Shipping Road Transport & Highways (MORT & H) is contemplating to enhance the traffic capacity and safety for efficient transportation of goods as well as passenger traffic on the very heavy traffic intensity National Highways. The Government of India had entrusted to National Highways Authority of India (NHAI) for the development, maintenance and management of NH-7 from km 33+130 to km 93+000 (59.87km) in the state of Tamil Nadu. In order to provide a better level of service to the vehicular traffic and to augment the capacity of NH 07 (NH-44 New) by widening the existing four lane to six lanes divided carriageway facility including rehabilitation/strengthening of the existing four lane, it has been decided to carry out the works under NHDP Phase V as BOT (Toll) on Design, Build, Finance, Operate & Transfer (DBFOT) basis. 3. SCOPE OF THE PROJECT: The scope of the project include the following during the concession period: Construction of the project highway as set forth in Schedule A and as specified in Schedule B together with provision of Project Facilities as specified in Schedule C and standards as set forth in Schedule D of the concession agreement with other applicable standard specification. Operation and Maintenance of the project highway in accordance with the provisions of the concession agreement of Schedule K Performance and fulfillment of all other obligations of the Concessionaire in accordance with the provisions of Agreement and matters incidental thereto or necessary for the performance of any or all of the obligations of the concession agreement by the Concessionaire. Six laning shall be undertaken and completed by the Concessionaire in conformity with specifications and standards set forth in Annex- I of Schedule D of CA. Monthly Progress Report September 2015 2
SR. NO. 4. PROJECT MILE STONES : MILESTONES Independent Engineering Service PERIOD FROM APPOINTMENT DATE 1 Milestone - I 255 days 2 Milestone - II 512 days 3 Milestone - III 717days 4 Scheduled Six Laning with Service Lane Date 912days DESCRIPTION 255 days from the appointed date i.e. 16-02-2012 Commenced construction of project highway and expended not less than ten percentages (10%) of the total capital cost of the project set forth in the financial package. 512 days from the appointed date i.e. 27-01-2013 Commenced construction of all bridges and expended not less than thirty five percentage (35%) of the total capital cost of the project set forth in the financial package. 717 days from the appointed date i.e. 28-10-2013 Commenced construction of all facilities of the project and expended not less than seventy percentage (70%) of the total capital cost of the project set forth in the financial package. The Scheduled Six Laning date shall occur on the 912th (Nine Hundred and Twelve) day from the appointed date i.e. 04-12-2013 On or before the scheduled six laning date, the Concessionaire shall have completed six laning projects. Mile stones I, II and III have already been achieved by the Concessionaire. Note: For Schedule six laning EOT I approved up to 30 th May 2014. EOT II submitted 15 th Nov 2015 by the Concessionaire and recommended by IE up to 18 th July 2015 (CDM/CEI/1213006/1221 dated on 28 th July 2015) S l 1 2 3 Mile Stone : Total Mile Stone days Mile Stone - 1 255 Mile Stone - 2 512 Mile Stone - 3 717 Date as per Actual date CA 16.02.2012 16.02.2012 30.10.2012 27.01.2013 23.05.2013 28.10.2013 Percen tage 10% EPC Cost (Cro res) Monthly Progress Report September 2015 3 To be Expended (Crores) Expended (Crores) 925.4 4 92.54 118.14 35% 323.90 325.05 70% 647.81 666.39 Scheduled 04.12.2013 04.12.2013 six laning 4 date 912 100% Progress Note: 1. Concessionaire submitted PCC and it is under progress( Review). 2. Schedule I Tests are under progress. Time extension recommended by IE up to 18 th July-2015
5. SALIENT FEATURES: The Authority National Highways Authority of India Six laning of Hosur-Krishnagiri Section of NH-07 from Name of the Project km 33+130 to km: 93+000 (Length Km 59.87) in the State of Tamil Nadu Under NHDP Phase V as BOT (TOLL) on DBFOT basis. Independent Engineer / Consultants CDM Smith Inc. In Joint Venture with Wilbur Smith Associates Pvt Ltd Agreement date of IE: 14 th Aug 2012 The Concessionaire M/s Hosur-Krishangiri Toll Road Limited The EPC Contractor M/s Reliance Utility Engineers Pvt.Ltd. Construction Contractor M/s L & T Limited. Date of agreement 2 nd July 2010 Period of Construction 30 Months Date of Commencement of Construction 7 th June 2011 Date of Completion of Construction 4 th December 2013 The Concession Period 24 years Project Capital Cost 925.44 Crores. EPC Cost 840.00 Crores Project Length 59.870 kms Lenders Engineer M/s. Frischman Prabhu Lenders Name Canara Bank-Mumbai Lenders Contribution 555.00 Crores. Premium to NHAI 66.90 Crores with an escalation of 5% per year Contribution by Concessionaire 370.44 Crores Flyover 6 Nos (Repair -3, New 3) Vehicular Under Passes 5 Nos ( New Construction) Pedestrian Under Passes 8 Nos (New Construction) Toll Plaza 1 No (Existing) @Ch:87+500 Major Bridges 1 No. Minor Bridges 13 Nos (Widening- 3, New- 4, Repair-6) Box/Slab Culverts 109 Nos (Widening and Repair, Rehabilitation) Pipe Culverts 34 Nos (Widening and Repair, Rehabilitation) Track Lay bay with Rest Area 1 No. Major & Minor Junctions 9 & 66 Nos Respectively Length of Service Road 54.38 kms Bus Byes with Bus Shelters 66 Nos (LHS-30nos,RHS 36nos) Change of scope Upgraded PUP at Km.44+950, Box culvert at Ch.40+968 Monthly Progress Report September 2015 4
6. PROJECT HIGHWAY PAVEMENT CONFIGURATIONS: Scope of Work and Cross Sections: Description Scope Design Chainage (km) From To Length Main Carriage Way Six lane 33.130 93.000 59.87 Service Road Two lane 33.130 93.000 27.19 both sides The Existing LHS (ie Hosur to Krishnagiri) carriageway between Km 68.100 to Km68+900 is proposed to be used as carriageway of Service road on LHS. Pavement Configurations: Carriageway Type of carriageway (Flexible/Rigid) Chainage (from - to) Name of Layer Design Thickness in mm Total Thickness BC 40 mm MCW Flexible 33+130 to 93+000 except toll plaza location DBM WMM GSB 120 mm 250 mm 200 mm 610mm Sub grade 500 mm 500mm BC 40 mm Service road Flexible 33+130 to 93+000 DBM WMM 50 mm 250 mm 540mm GSB 200 mm Sub grade 500 mm 500mm Rigid Pavement for Toll Plaza : The Location at Ch. Km 87+500. Toll Plaza Expansion and Regid pavement (PQC) drawing submitted from Concessionaire for review and work is in progress. Rest Area: The available land between the carriageways from Ch. Km 68+300 to 68+800 LHS is to be developed as truck lay bye and Rest area Facilities, and the existing road to be used as carriage way of service road on LHS Monthly Progress Report September 2015 5
7. Typical Cross-Section: Sl. no 1 2 3 4 5 6 7 Typical cross sections are detailed as below: Type of Cross Section 6 lane cross section with raised median + embankment slope(2h:1v)on both sides + unlined longitudinal drain on both sides + both sides 7.0 m paved service road with 0.75 m earthen shoulder on both sides + utility corridor on both sides in non-built up areas 6 lane cross section with raised median + embankment slope(2h:1v), unlined longitudinal drain & utility corridor on both sides in non-built up areas 6 lane cross section with raised median +1.50 m wide separator cum lined covered drain (RCC) with M.S railing between paved shoulder & 7.00 m paved service road on both sides- 1.50 m wide footpath cum utility duct (RCC) on both sides in urban areas 6 lane cross section with raised median +1.50 m wide separator cum lined covered drain (RCC) with M.S railing between paved shoulder & 7.00 m paved service road on both sides- 1.50 m wide footpath cum utility duct (RCC) on both sides in urban areas ( Shifting of Existing Center line to L.H.S) 6 lane cross section with raised median +1.50 m wide separator cum lined covered drain (RCC) with M.S railing between paved shoulder & 7.00 m paved service road on both sides- 1.50 m wide footpath cum utility duct (RCC) on both sides in urban areas ( Shifting of Existing Center line to R.H.S) 6 lane Approach cross section for Flyover/ Underpass with R.E Wall/R.C.C Retaining Wall upto FRL with friction slab & RCC Crash barrier ( excluding Via Duct portion) + raised median + 1.50 m wide separator cum lined covered drain (RCC)between approach & 7.00 m paved service road on both sides + 1.50 m wide footpath cum utility duct ( RCC) on both sides 6 lane Approach cross section for Flyover/ Underpass with R.E Wall/R.C.C Retaining Wall upto FRL with friction slab & RCC Crash barrier ( excluding Via Duct portion) + raised median + 1.50 m wide separator cum lined covered drain (RCC)between approach & 7.00 m paved service road on both sides + 1.50 m wide footpath cum utility duct ( RCC) on both sides (Shifting of Existing Center line) Code Length ( m) Type 1 1460 Type 2 26880 Type 3 9430 Type 4 3375 Type 5 530 Type 6 6810 Type 7 1545 8 6 lane cross section with raised median + embankment slope (2H:1V)&unlined longitudinal drain on both sides in hilly/forest areas Type 8 5700 9 Toll Plaza Toll Plaza 450 10 Major bridge Major bridge 120 11 Existing Flyover with 6 lane configuration with exiting service road. Existing Flyover 2520 12 Uni directional flyover with 3 lane Flyover Approach cross section with 13.50 m deck width R.E Wall/R.C.C Retaining Wall up to FRL with friction slab RCC Crash barrier (excluding Via-Duct portion)+1.50m wide separatorcum-lined covered drain (RCC)between approach & 7.00m paved service road on RHS +1.50m wide footpath-cum utility duct(rcc) ON RHS. Uni directional Flyover 1050 Monthly Progress Report September 2015 6
8. STATUS OF MOBILIZATION OF INDEPENDENT ENGINEER SI Date Name Designation No Mobilized Key Personnel (Professional Staffs) 1 TBN Team Leader Not Mobilized * 2 Mr. C.V.Krishna Reddy Acting Team Leader cum Resident 01.12.2012 Engineer 3 Mrs. Padmaja Jayakumar Sr. Bridge Design Engineer 05.09.2012 4 Mr. Gagan Trivedi Highway Design Engineer 05.09.2012 5 Mr. K.C.Sathiya Murthi Bridge / Structural Engineer 04.09.2012 6 Dr.Jimmy Thomas Sr. Pavement Specialist 15.10.2012 7 Mr. N.Madhsudana Chowdary Sr. Quality cum Material Expert 15.10.2012 8 Mr. P. Hariharan Traffic & Transportation Expert 9 Mr. R. Krishna Murthy Road Safety Expert 05.09.2012 10 Mr. Shankar Narayana Financial Expert 15.11.2012 11 Mr. J.Dhanvanth Legal Expert Sub-Professionals Staffs: 1 Mr. S.Ramesh Babu Survey Engineer-1 08.10.2012 2 TBN Survey Engineer-2 Not Mobilized 3 TBN Asst. Highway Engineer-1 Not Mobilized 4 TBN Asst. Highway Engineer-2 Not Mobilized 5 TBN Asst. Bridge Engineer-1 Not Mobilized** 6 TBN Asst. Bridge Engineer-2 Not Mobilized*** 7 Mr. J.Selva Kumar Asst. Quality cum Material Engineer-1 11.10.2012 8 Prashant K Deshpande Asst. Quality cum Material Engineer-2 19.01.2015 ****** 9 TBN Quantity Surveyor -1 Not Mobilized **** 10 Mr. Ayyappan Nair CAD Expert-1 16.11.2012 11 Mr. Shashikanth.Joshi Electrical Engineer 22.09.2012 12 Mr. V.Rangarajan HTMS/Toll Expert 22.09.2012 13 Mr. Rajesh varghese Environmental Engineer 10.10.2012 14 Dr. K. Malla Reddy Horticulture cum Landscaping Expert 22.09.2012 TBN: To be Named *: Shri P J Xavier worked as Team Leader from 27.08.2012 to 06.03.2014 and resigned on personal reason. **: Mr. A. Vijay Jayaraj worked as Assistant Bridge Engineer from 01.10.2012 to 25.07.2014 and resigned on personal reason. ***: Mr. Kola Nagaraju worked as Assistant Bridge Engineer from 16.11.2012 to 20.08.2013 and resigned on personal reason **** : Mr. G Senthil Kumar worked as Quantity Surveyor from 29.11.2012 to 20.03.2014. *****: Mr.R. Ashok Kumar, worked as Assistant Highway Engineer from 03.04.2013 to 31 July 2015 and resigned on personal reason. ******: Mr. Prashant K Deshpande as Assistant Quality cum Material Engineer from 19.01.2015 to 24 Sep 2015 and resigned on personal reason. Monthly Progress Report September 2015 7
8.1 ORGANIZATIONAL CHART : Monthly Progress Report September 2015 Page 8
9. INSPECTION AND MONITORING OF THE CONSTRUCTION WORKS. 1a. HIGHWAYS - MCW & Service Road PROGRESS UP TO 30 September 2015 Sl Description Unit Total Scope (Km) Completed Percentage achieved % 1 Clearing & Grubbing Km 159.17 158.87 99.81% 2 Excavation Km 159.17 158.87 99.81% 3 Embankment Top Km 159.17 158.47 99.56% 4 Sub Grade Top Km 159.17 158.47 99.56% 5 GSB Km 159.17 158.38 99.50% 6 WMM-1 Km 159.17 158.21 99.40% 7 WMM - 2 Km 159.17 158.21 99.40% 8 DBM - Widening Km 165.87 164.91 99.42% 9 DBM - Overlay Km 101.70 101.70 100.00% 10 BC Km 172.92 170.63 98.68% 1b. HIGHWAYS - MCW Sl Description Unit Total Scope (Km) Completed Percentage achieved Clearing & 1 Km 111.49 111.49 100.00% Grubbing 2 Excavation Km 111.49 111.49 100.00% 3 Embankment Top Km 111.49 111.49 100.00% 4 Sub Grade Top Km 111.49 111.49 100.00% 5 GSB Km 111.49 111.49 100.00% 6 WMM-1 Km 111.49 111.49 100.00% 7 WMM - 2 Km 111.49 111.49 100.00% 8 DBM - Widening Km 111.49 111.49 100.00% 9 DBM - Overlay Km 101.7 101.70 100.00% 10 BC Km 118.54 118.54 100.00% 11 PQC Km 1.2 Existing (Toll Plaza at Ch. 87+330 to 87+930 Both Sides) Monthly Progress Report September 2015 Page 9
1c. HIGHWAYS -Service Road Sl Description Unit Total Scope (Km) Completed Percentage achieved 1 Clearing & Grubbing Km 47.68 47.38 99.37% 2 Excavation Km 47.68 47.38 3 Embankment Top Km 47.68 46.98 99.37% 98.53% 4 Sub Grade Top Km 47.68 46.98 98.53% 5 GSB Km 47.68 46.89 98.34% 6 WMM-1 Km 47.68 46.72 97.99% 7 WMM - 2 Km 47.68 46.72 97.99% 8 DBM Km 54.38 53.42 98.23% 9 BC Km 54.38 52.09 95.79% 10 PQC `Km 0.9 Existing (At Ch. 39+640 to 40+540 LHS Service Road) ** The Existing carriageway LHS (i.e. Hosur to Krishnagiri ) carriageway between Km 68.100 to Km 68.900 is proposed to be used as carriageway of service road on LHS. 9.1.d. Structure: Sl. No Structure Unit As Per CA Additional Total Work to be done at site In Progress Completed 1 Box Culverts Nos 108 1 109 99 2 97 2 Pipe Culverts Nos 32 2 34 30 1 29 3 Minor Bridge Nos 10-10 4 4 4 Major Bridge Nos 1-1 1 1 5 Flyovers Nos 3-3 3 3 6 Vehicular Under pass Nos 5-5 5 5 7 Pedestrian Under pass Nos 8-8 8 8 8 Girders casting - Nos Nos 224-224 224 9 RE wall Panel Sqm 68,500-68,500 68,500 Casting 10 RE wall Erection Sqm 67,252-67,265 67,265 Remarks 3 nos not in site,1 no cross road Monthly Progress Report September 2015 Page 10
9.1.e.Major structures status: Sl.no Description Location Status Remarks 1 Major Bridge 77+993 Completed miscellaneous works are in progress 2 Minor Bridge 33+297 Completed miscellaneous works are in progress. 3 Minor Bridge 38+520 Completed miscellaneous works are in progress Completed miscellaneous works are in progress. 4 Minor Bridge 47+035 Completed miscellaneous works are in progress. 5 Minor Bridge 68+340 Completed miscellaneous works are in progress. 6 Flyover 39+022 Completed miscellaneous works are in progress. 7 Flyover 40+990 Completed miscellaneous works are in progress. Completed miscellaneous works are in progress. 8 Flyover 92+385 Completed miscellaneous works are in progress. 9 VUP 45+950 Completed miscellaneous works are in progress. 10 VUP 61+845 Completed miscellaneous works are in progress 11 VUP 62+850 Completed miscellaneous works are in progress 12 VUP 77+412 Completed miscellaneous works are in progress 13 VUP 84+760 Completed miscellaneous works are in progress 14 PUP 34+000 Completed miscellaneous works are in progress. 15 PUP 36+550 Completed miscellaneous works are in progress 16 PUP (VUP) 44+950 Completed miscellaneous works are in progress 17 PUP 53+620 Completed miscellaneous works are in progress 18 PUP 78+536 Completed miscellaneous works are in progress 19 PUP 82+475 Completed miscellaneous works are in progress 20 PUP 87+010 Completed miscellaneous works are in progress 21 PUP 91+500 Completed miscellaneous works are in progress Monthly Progress Report September 2015 Page 11
Structure Location Wall RE WALL STATUS - As on 30.09.2015 Structure RE WALL AREA (Sqm) Completed Balance Remarks 34+000 RE WALL PUP 36+550 RE WALL PUP 39+022 RE WALL Flyover 40+990 RE WALL Flyover 44+950 RE WALL PUP 45+950 RE WALL VUP 61+845 RE WALL VUP 62+850 RE WALL VUP 77+410 RE WALL VUP 82+475 RE WALL PUP 84+760 RE WALL VUP 87+000 RE WALL PUP 91+510 RE WALL PUP 92+385 RE WALL Flyover 2,676.0 2,675.980 2,820.9 2,820.910 9,365.0 9,365.000 5,951.4 5,951.407 4,047.4 4,047.350 6,320.0 6,320.000 5,623.5 5,623.514 5,964.0 5,964.000 7,050.4 7,050.420 2,580.0 2,580.000 7,095.5 7,095.507 2,717.3 2,717.300 2,550.0 2,550.000 2,503.2 2,503.157 53+620 78+536 Retaining wall (RCC) Retaining wall (RCC) PUP PUP 67,265 67,265-2,520.0 2,520.000 1,750.0 1,750.000-4,270.00 4,270.00 - - Monthly Progress Report September 2015 Page 12
9.1.f. STATUS OF PROJECT FACILITIES : SL CA Ref Annexure Description Unit Scope as pe CA Schedule - C Executed at site Balance to be completed 1 1-2 Description of Project Facilities 2 1-2.2 Toll plaza - One toll plaza (six lanes in each direction) exists at km 87. It shall Nos be designed as per the guidelines of 1 1 manual. 3 1-2.3 Roadside furniture; 4 Traffic Signs: Traffic signs include roadside signs, overhead signs and 1-2.3 (i) kerb mounted signs along the entire Nos 1121 1076 45 Project Highway Chevorn Sign boards Nos 307-307 5 Overhead signs: 16 Nos (Excluding overhead signs at Toll Plaza location which are given in schedule D). 1-2.3 a) 14 Nos Cantilever Type with size (ii) 4.0m x 1.2m, b). 2 Nos overhead sign. with size 3- lane width x 1.2m Nos 16 12 4 6 1-2.3 (iii) Pavement Markings: Pavement markings shall cover road marking for the entire Project Highway MCW Km 59.42 58.22 1.2 Service Road Km 54.36 10 44.36 7 1-2.3 (iv) LED Traffic Beacons: These shall be provided on the entire Project Highway near pedestrian crossings, public gathering places (Educational Institutions, Hospitals, Worshipping Nos 178 80 98 Monthly Progress Report September 2015 Page 13
Places, etc.), cross roads, median openings & entry / exit of service roads / ramps 8 9 10 1-2.3 (v) 1-2.3 (vi) 1-2.3 (vii) 11 1-2.4 Delineators and studs: The studs (100mmx100m x10mm) with reflective panels of dual prismatic cube capable of providing total reflection of light entering the lens face for lane marking and delineation for night time visibility for the entire Project Highway. Studs Nos 25529 21000 4529 Delineators Nos 1135 800 335 Boundary stones: shall be provided for the entire Project Highway Nos 1200 750 450 Hectometre / Kilometre stones: shall be provided for the entire ProjectHighway Hectometer Nos 480 480 0 Kilometer Nos 122 110 12 Highway lighting: - Lighting shall be provided for main carriageway and service road at the locations in built up areas, flyovers, underpasses (PUP Nos and VUP), Toll Plaza and its approaches, Rest areas, Truck Lay Byes and Bus Stops as per Schedule D Street Lighting in Urban area Km 14.97 14.97 0 Undrpass and Flyovers Nos 18 6 12 VUP,PUP in Rural Areas Km 9.9-9.9 Bus bays Nos 66 46 20 Toll plaza Nos 1-1 Rest area Nos 1 1-12 1-2.5 Pedestrian facilities 13 1-2.5 (i) Pedestrian guardrail: Provide 150m of pedestrian guardrail at each bus bay location. Nos 66 25 41 Monthly Progress Report September 2015 Page 14
14 1-2.5 Ramps/Steps: Provide Ramps/Steps at (iii) Flyovers on cross road Nil Nil - 15 Pedestrian Crossings: Provide 1-2.5 pedestrian crossing facilities on (iv) service roads Nos 33 33 1-2.6 Landscaping and tree plantation Median Plantation: at locations where 1-2.6 (i) Km 26.37 the median width is 4.5m and more 26.37 16 1-2.6 (ii) Landscaping: at Service area, Interchanges, Entry/Exit ramps 1-2.6 (ii) Avenue plantation Nos 12000 6900 5100 Rest Area (Service Area) - The available land between the 20 1-2.7 carriageways from km 68/3 to km 68/8 to develop as truck laybye with rest area facilities Nos 1 1 21 1-2.8 Bus-bays and bus shelters Nos 66 42 24 22 1-2.9 23 1-2.9.10 24 1-2.9.11 25 1-2.9.12 Highway Patrol: Provide the facility of highway patrolling covering the entire ProjectHighway. These shall confirm to the specifications mentioned in Schedule D. Ambulance(s) : Provide the ambulance(s) services covering the entire Project Highway. These shall confirm to the specifications mentioned in Schedule D. Cranes: Provided the crane services covering the entire Project Highway. These shall confirm to the specifications mentioned in Schedule D Advance Traffic Management Systems (ATMS)- Provide the Advance Traffic Management Systems covering the entire Project Highway. These shall confirm to the specifications mentioned in Schedule D. Nos 2 2 - Nos 1 1 - Nos 1 2 - LSM 1-1 Monthly Progress Report September 2015 Page 15
Progress up to 30-09-2015. Description Target Achieved Ahead / -Behind Physical Progress ( % ) 100.00 98.2-1.8 Cumulative Physical Progress: Physical Progress Up to Aug -2015 This month Up to Sep-2015 Cumulative Schedule Progress (%) 100 0 100.00 Cumulative achieved progress (%) 97 1.20 98.20 Cumulative Financial Progress - work done 840.00 Crs Details Cumulative Schedule Expenditure (Rs. in Crores) Cumulative Achieved Expenditure (Rs.in Crores) Up to Aug -2015 This month Up to Sep-2015 878.440 20.230 898.670 816.493 4.499 820.992 (%) Cumulative Achieved Progress 97.20% 0.54% 97.74% Financial Progress (Expended Project Cost) Sl Description Amount Remarks 1 Total work done up to September - 2015 Rs. 816.50 Crores Expended EPC cost up to September- 2015 Rs. 821.00Crores For 840 Crores Overheads and other expenses Rs.85.00Crores Expended Total Project cost up to September - 2015 Rs. 906.00 Crores For 925.44Crores Monthly Progress Report September 2015 Page 16
9.2 Design / Drawing Submission Status : 9.2.a. Highways : Sl.no Description Remarks 1 Base plan Submitted 2 Project Quality Plan Submitted 3 Construction Programme Submitted 4 Survey & Engineering Report Submitted 5 Environmental Management Plan Submitted 6 Health & safety Management Plan Submitted 7 Typical C/S Submitted 8 Submission of Traffic Assessment and pavement Design Report Submitted 9 Submission of plan and profile drawing for Main Carriageway and Service Road 10 Submission of Project Facilities as per modified Schedule C Submitted Under Progress 9.2.b. Structures: Sl. No Description Unit Total Scope Submitted Balance to be submitted Remarks 1 Major Bridges No 1 1-2 Minor Bridges No 4 4-4 Fly Over No 3 3-5 Vehicular Under Pass No 5 5-6 Pedestrian Under Pass No 8 8-7 Pipe Culverts No 30 29-8 Box/Slab culverts No 99 98 1 9 RE wall No 14 14-10 RCC Wall No 2 2 - Monthly Progress Report September 2015 Page 17