National Highways Authority of India Request for Proposal – Bid DocumentVolume-III: Schedules SCHEDULE-A (See Clause 10.1) SITE OF THE PROJECT 1 The Site 1.1 Site of the Four-Lane Project Highway shall include the land, buildings, structures and road works as described in Annex-I of this Schedule-A. 1.2 An inventory of the Site including the land, buildings, structures, road works, trees and any other immovable property on, or attached to, the Site shall be prepared jointly by the Authority Representative and the Concessionaire, and such inventory shall form part of the memorandum referred to in Clause 10.3.1 of the Agreement. 1.3 Additional land required for Toll Plazas, Traffic Aid Posts, Medical Aid Posts and vehicle rescue posts or for construction of works specified in the Change of Scope Order issued under Clause 16.2.3 of this Agreement shall be acquired in accordance with the provisions of Clause 10.3.6 of this Agreement. Upon acquisition, such land shall form part of the Site and vest in the Authority. 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand National Highways Authority of India Request for Proposal – Bid Document Volume-III: Schedules Annex – I (Schedule-A) Site for Four-Laning 1. Site The Site of the Four-Lane Project Highway is from Km 215.000 to Km 260.000 (existing chainage) of the Mirza Chauki-Farakka Section of NH-80 in the state of Jharkhand. The start point is at km 215.000 of NH 80 and end point of the project is 260.000 of NH 80. 2. Land The site of the Project Highway comprises the land described below. Distance in m Existing ROW Sl. No. Mouza Km From To (in m) 1 Baskala N.8 215 0 303 12.1 303 503 12.1 503 533 12.1 533 640 11.6 640 725 11.6 725 835 11 835 950 12.1 950 1000 11.6 216 0 99 12.1 99 175 11.6 175 210 10.6 210 285 11.6 285 320 11 320 393.9 12.1 2 Motijharna N.-9 216 393.9 433.2 12.1 433.2 481.6 7 481.6 572.5 7.8 572.5 693.7 7.5 693.7 777 13.6 777 789 10.6 789 899.9 9 899.9 979 7.5 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand National Highways Authority of India Request for Proposal – Bid Document Volume-III: Schedules Distance in m Existing ROW Sl. No. Mouza Km From To (in m) 979 1000 9 217 0 45.4 5.7 45.4 154.4 7.5 154.4 199.8 10.6 199.8 290.7 7.5 290.7 496.7 10.6 496.7 557.3 6 557.3 723.9 13.6 723.9 845 7.5 845 900 6.9 900 1000 9.6 218 0 55 9.6 55 90 8.7 90 114.5 9.6 3 Kalyani N.15 218 114.5 250.8 7.5 250.8 273.5 8.5 273.5 322.2 6.9 322.2 329.4 7.8 329.4 624.8 7.8 624.8 647.5 6 647.5 674.7 7.8 674.7 744.3 8.4 744.3 777.6 9 777.6 812.4 9.6 812.4 874.5 10.3 874.5 1000 7.8 219 0 45.4 7.8 45.4 68.1 5.1 68.1 126.3 6.9 126.3 149 8.1 149 181.8 7.5 181.8 227.2 8.4 227.2 318.1 7.5 318.1 522.7 9 522.7 568.1 10.6 568.1 727.2 7.5 727.2 795.4 7.8 795.4 1000 10.3 220 0 90.9 7.5 90.9 250 10 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand National Highways Authority of India Request for Proposal – Bid Document Volume-III: Schedules Distance in m Existing ROW Sl. No. Mouza Km Remarks From To (in m) 4 Danbad N.-16 250 461.8 12.1 461.8 581.2 10 581.2 684.8 8.1 684.8 703 7.2 703 795.4 8.1 795.4 852.1 10 852.1 931.8 9.3 931.8 1000 10.9 221 0 68.1 11.2 68.1 90.9 10 5 Mahdepur N.-18 90.9 159 6.9 159 189.3 7.5 189.3 227.2 11.5 227.2 1000 11.5 Mahdepur N.-18 222 0 68.1 11.8 68.1 75.7 15.1 6 Maskaliya N.-31 75.7 506.6 10 506.6 545.4 8.4 545.4 613.6 10.9 613.6 689.3 8.7 689.3 727.2 10.6 727.2 786 9.3 786 806.6 11.5 806.6 846.9 9 846.9 879.6 7.5 879.6 909 9.6 909 1000 8.1 223 0 9 7.5 Fatahpur N.-30 9 30 10.9 30 107.5 10.6 107.5 181.8 7.5 181.8 227.2 7.5 227.2 272.7 10.6 272.7 386.3 8.1 386.3 477.2 9.6 477.2 569.6 8.1 569.6 659 10 659 727.2 9 727.2 886.3 8.4 886.3 978.1 10.6 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand National Highways Authority of India Request for Proposal – Bid Document Volume-III: Schedules Distance in m Existing ROW Sl. No. Mouza Km Remarks From To (in m) 978.1 1000 9.6 224 0 90 9.6 Balapokhar Pathariya N.- 7 90 142.4 9.3 32 142.4 242.4 9.3 242.4 250 7.5 250 318.1 10.6 318.1 3939 9.6 3939 409 7.8 Balapokhar Pathariya 409 853 8.1 853 856 9.6 856 886 8.4 886 954.5 7.5 954.5 1000 9 225 0 22.7 8.4 22.7 124.2 8.1 124.2 227.2 9.3 227.2 386.3 10.6 386.3 431.8 11.5 8 Ghat Jamuni N.-2 431.8 704.5 11.8 704.5 931.8 11.5 931.8 1000 11.8 226 0 181.8 11.5 181.8 204.5 9.6 204.5 250 10 250 253 11.8 253 445.7 11.8 445.7 503 10 503 545.4 9.3 545.4 750 8.7 750 840.9 10.6 840.9 954.5 11.8 954.5 969.6 8.7 969.6 1000 8.7 227 0 909 9.3 909 106 11.8 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand National Highways Authority of India Request for Proposal – Bid Document Volume-III: Schedules Distance in m Existing ROW Sl. No. Mouza Km Remarks From To (in m) 9 Budhbarieya N.-3 106 178.7 8.4 178.7 201.5 8.7 201.5 272.7 8.7 272.7 346.6 7.8 Ghat Jamuni N.-2 346.6 350 9.6 350 465.1 5.1 465.1 486.3 5.2 486.3 552.9 16.6 10 Ghat Salampur N.-9 227 552.9 560 18.1 560 669 21.2 669 717.4 9 717.4 838.6 21.2 838.6 917.3 19.6 917.3 1000 12.1 228 0 71.2 21.2 71.2 86.3 15.1 86.3 116.6 7.5 116.6 140.8 12.1 140.8 177.1 6 177.1 243.7 6 243.7 245 10.6 245 269.2 16.6 269.2 284.3 6 284.3 344.9 7.5 344.9 396.4 7.8 396.4 432.7 10.6 432.7 493.3 7.5 493.3 535 7.5 11 Pachkateya N.-7 535 595 6 595 622.2 9 622.2 667.6 12.1 667.6 758.5 15 12 Mokempur N.-11 758.5 849.4 15.1 849.4 855 30 855 1000 27.2 229 0 113.6 21.2 113.6 295.4 13.6 295.4 504.4 21.2 504.4 549.8 15.7 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand National Highways Authority of India Request for Proposal – Bid Document Volume-III: Schedules Distance in m Existing ROW Sl. No. Mouza Km Remarks From To (in m) 549.8 655.8 16.6 655.8 722.4 12.1 722.4 743.6 16.6 743.6 789 21.2 789 834.4 18 834.4 850 13.6 850 940.9 7.5 940.9 955.1 8.1 955.1 970.2 15.1 970.2 1000 15.1 Mokempur N.-11 230 0 124.2 15.1 124.2 154.5 9.6 154.5 351.4 10.9 351.4 412 10.9 412 602.9 9.6 602.9 748.3 9.6 748.3 775 15.1 775 1000 12.1 1000 106 7.5 106 151.4 7.5 151.4 272.6 13.6 272.6 333.2 12.1 333.2 490.7 9 13 Saidpur Leujruk N.-21 490.7 545.2 7.5 545.2 611.8 7.5 611.8 620 21.2 620 710 10.6 710 882.7 9 882.7 1000 15 232 0 100 11.8 100 250 11.6 250 450 11.8 450 700 11.5 700 790 11.8 790 800 8.7 800 887.2 10.6 887.2 932.6 9.6 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand National Highways Authority of India Request for Proposal – Bid Document Volume-III: Schedules Distance in m Existing ROW Sl. No. Mouza Km Remarks From To (in m) 14 Sobhapur N.-24 932.6 1000 9.3 233 0 10 10.3 10 27.2 10.3 27.2 71.1 9.6 71.1 78 12.1 78 301 12.6 301 484.8 10 15 Malahitola N.-25 484.8 500 13.6 500 554.4 12.1 554.4 681.7 13.6 681.7 893.9 9 893.9 1000 15.1 234 0 148.4 15.1 148.4 229.8 9 229.8 314.6 12.1 16 Araji Mokimpur-26 234 314.6 375.6 10.6 375.6 418.2 10.06 418.2 448.7 9.15 448.7 494.5 9.1 494.5 555.5 10.6 555.5 631.7 9.15 631.7 701.8 7.6 701.8 732.3 9.15 732.3 778 10.06 778 839 9.15 839 915 9.15 915 960 9.1 960 1000 9.15 17 Kaswa-27 235 0 61 9.15 61 140.2 8.54 140.2 237.8 12.2 237.8 286.5 12.2 286.5 377.5 13.72 377.5 387.1 14.63 387.1 405.3 12.2 405.3 441.9 10.67 441.9 487.6 9.15 487.6 626.8 10.67 626.8 749 9.15 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand National Highways Authority of India Request for Proposal – Bid Document Volume-III: Schedules Distance in m Existing ROW Sl. No. Mouza Km Remarks From To (in m) 749 810 10.67 810 855.7 12.2 855.7 928.9 13.72 928.9 1000 10.67 18 Rai Bazar-29 236 0 60.9 9.15 60.9 106.6 10.06 106.6 243.8 9.15 243.8 304.8 7.62 304.8 381 9.15 Jaina Bad-60 381 442 9.15 442 472.5 7.6 472.5 579.2 9.15 579.2 670.6 7.62 670.6 762 9.15 Saiyad BazaR n.-61 762 801.6 7.93 801.6 871.7 9.15 871.7 1000 7.62 19 Mirza Bazar N.-64 237 0 31 9.15 31 76.7 7.93 76.7 137.7 9.15 137.7 204.7 7.93 204.7 265 9.15 265 326.7 7.62 Bolda 326.7 363.3 9.15 363.3 424.2 9.15 424.2 454.7 10.06 454.7 516.3 9.15 Bolda 237 516.3 592.5 7.93 592.5 739 9.15 739 830.7 10.06 830.7 1000 9.15 20 Khangi Diwan 238 0 123.07 9.15 123.07 184.9 10.06 184.9 230 9.15 230 275 9.15 275 323 7.62 Bolda II 323 384 9.15 384 428.9 10.06 428.9 460 9.15 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand National Highways Authority of India Request for Proposal – Bid Document Volume-III: Schedules Distance in m Existing ROW Sl. No. Mouza Km Remarks From To (in m) 460 568 10.06 568 673.5 7.62 673.5 1000 9.15 21 Malkaswa 239 0 110 7.62 110 186.2 9.15 186.2 262 9.15 262 338.5 7.93 338.5 430 6.09 Kasimganj 430 504 6.7 504 577.9 6.09 Maina Talas 577.9 874.9 7.62 874.9 927.9 12.1 927.9 1000 12.19 22 Maina Talas 240 0 215.5 10.67 215.5 430 12.1 430 890.9 13.7 890.9 1000 15.24 23 Malkaswa-II 241 0 43.3 15.2 43.3 65 18.29 65 530.7 14.63 530.7 750.9 12.91 Naya Bazar 750.9 930.5 10.61 930.5 1000 9.1 24 Naya Bazar 242 0 208.9 9.15 208.9 872.5 7.62 Dilwar Pur 872.5 1000 9.15 25 Dilwar Pur 243 0 135.5 9.15 135.5 251.7 9 Dilwar Pur 251.7 762 10.67 762 915.5 13.72 915.5 985 10.67 985 1000 9.15 26 Raja Bazar 244 0 191.9 10.67 191.9 273 9.14 273 430.5 10.6 430.5 622.9 12.19 622.9 767 13.72 767 865 16.77 865 1000 12.19 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand National Highways Authority of India Request for Proposal – Bid Document Volume-III: Schedules Distance in m Existing ROW Sl. No. Mouza Km Remarks From To (in m) 27 Lakhipur 246 0 221 15.24 221 473.5 16.77 473.5 761.3 18.29 761.3 973 16.7 973 1000 18.5 0 372 16.7 372 575 15.24 575 893 16.61 893 1000 18.29 Jamnagar 247 0 131.5 9.15 131.5 175 13.72 175 230.5 18.75 230.5 393 13.72 393 570 18.29 570 790.5 18 790.5 1000 18.29 28 Jamnagar 248 0 135 18 135 300 19.82 300 450 18.29 450 653 21.34 653 872 16.77 872 920 15.24 920 1000 18.2 29 Udhwa 249 0 108 19.8 108 231 13.72 231 410.5 16.7 410.5 530.4 19.82 530.4 720.9 18.29 720.9 830.4 19.8 830.4 920.9 18.29 920.9 1000 21.34 30 Pataura 250 0 30.5 16.77 30.5 120 15.24 120 221 10.67 221 327 12.19 327 360 16.77 360 384 21.34 384 474 24.39 474 601 18.29 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand National Highways Authority of India Request for Proposal – Bid Document Volume-III: Schedules Distance in m Existing ROW Sl. No. Mouza Km Remarks From To (in m) 601 692 15.247 692 862 10.67 862 1000 15.24 31 Patura 251 0 769.5 16.77 Rampur 769.5 574 18.29 574 651 15.24 651 776 9.14 776 866 12.19 866 1000 13.72 32 Rampur 252 0 156 13.72 Mohanpur 156 231 12.19 231 332.8 13.72 332.8 635 12.1 635 740.9 13.7 Lakhijole 740.9 950.7 10.67 950.7 1000 13.72 33 Lakhijole 253 0 144.7 13.72 144.7 421.8 12.19 421.8 605.4 10.67 Madhopara 605.4 703.9 12.19 703.9 817.3 13.72 817.3 975.4 10.67 975.4 1000 12.19 34 Madhopara 254 0 346.7 12.19 346.7 663 13.72 663 844 10.67 844 904 10.67 904 1000 9.14 35 Madhopara 255 0 210 10.67 210 304 12.19 304 526 12.1 Kamalpur 526 628 10.67 628 749 9.14 Daharlangi 749 875 7.62 875 1000 6.09 36 Daharlangi 256 0 158.5 10.67 Basvita 158.5 249 12.19 249 279 13.72 279 309 12.19 Kela Bari 309 660.9 10.67 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand National Highways Authority of India Request for Proposal – Bid Document Volume-III: Schedules Distance in m Existing ROW Sl. No. Mouza Km Remarks From To (in m) 660.9 736.9 7.62 736.9 818 10.67 818 894 12.19 894 1000 10.67 37 Kela Bari 257 0 173 10.67 173 264 6.09 0 334 10.67 334 416 7.62 416 476 9.14 476 612.5 12.19 612.5 732 9.14 732 823 9.14 Surunya 823 1000 7.62 38 Surunya 258 0 120 10.67 120 187 12.19 187 247 10.67 Sharmapur 247 292 10.67 292 337 12.19 337 358 10.67 358 405 9.14 405 433 10.67 433 481 9.14 481 532 7.62 532 592 10.67 592 668.7 10.6 668.7 823 9.14 823 1000 9.14 39 Sharmapur 259 0 78.3 10.67 78.3 162.5 9.14 162.5 213 18.29 213 234 15.24 234 310 9.14 Sarai Binda 310 380.5 10.67 380.5 410 12.19 410 486 10.67 486 504 19.81 504 580 10.67 Sarai Binda 259 580 640.5 10.6 Baradighi More 640.5 705 12.19 705 735 13.72 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand National Highways Authority of India Request for Proposal – Bid Document Volume-III: Schedules Distance in m Existing ROW Sl. No. Mouza Km Remarks From To (in m) 735 765 15.24 765 789 19.81 789 849 12.91 849 881 13.72 881 1000 15.24 40 Bara Dighi More 260 0 91 15.24 91 258 16.76 258 416 13.72 3. Carriageway The existing carriageway of the Project Highway is a 2-lane/Intermediate/Single lane. Details of the existing carriageway of the project highway are given in the table below. Existing Chainage Main Paved (km) Length Sr. No Carriageway Shoulder (km) From To Width (m) (m) 7.7 1 215.000 222.700 6 to 7 - 5.8 2 222.700 228.500 3 to 5 - 23 3 228.500 251.500 6 to 7 - 5.4 4 251.500 256.900 3 to 5 - 5 256.900 260.00 5 to 6 - 3.1 Total Length 45 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand National Highways Authority of India Request for Proposal – Bid Document Volume-III: Schedules 4. Major Bridges The Site includes the following Major Bridges: Existing Span Type of structure S. Width Chainage arrangement Super No. (m) Foundation Sub structure (km) (m) structure NIL 5. Railway Over Bridges The Site includes the following Railway Over Bridges: Type of structure Existing Span S. ROB / Width Chainage arrangement No. RUB (m) Sub Super (km) (m) Foundation structure structure NIL 5.1 Railway Level Crossing S. No. Existing Chainage (km) Existing Condition 1 217+700 Level Crossing (unmanned) 2 219+100 Level Crossing 3 239+900 Level Crossing now in bypass 6. Grade Separators The Site includes the following Grade Separators: S. Chainage Type of structure No. of Spans Width (m) No. km) Nil 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand National Highways Authority of India Request for Proposal – Bid Document Volume-III: Schedules 7. Minor Bridges The Site includes the following Minor Bridges: Existing Span Type of structure S. Width Chainage arrangement No. (m) Foundation Sub structure Super structure (km) (m) 1 233+820 7.0 6 x 8.25 Open Stone Masonry Arch Type Bridge 2 250+805 6.6 3 x 15.5 Open Stone Masonry RCC T Beam Girder 3 253+990 10.9 2 x 3.0 Open Stone Masonry RCC Box Bridge 8. Total number of structures The total number of structures on the Site is noted below: (a) No. of Major Bridges - Nil (b) No. of Railway Over Bridges - Nil No. of Railway Level Crossings - 03 Nos. (c) No. of Grade Separators - Nil (d) No. of Minor Bridges - 03 Nos. (e) No. of Box Culvert - 10 Nos. (f) No. of Pipe Culvert - 45 Nos. (g) No. of Slab Culvert - 30 Nos. (h) No. of Arch Culvert - Nil (i) Not visible (type of Culvert) - 1 No. 9. Bus bays and Truck Lay byes The total number of bus bays and truck lay byes on the Project Highway is noted below: (a) No. of Bus bays on LHS - Nil (b) No. of Bus bays on RHS - Nil 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand National Highways Authority of India Request for Proposal – Bid Document Volume-III: Schedules (c) No. of Truck lay-byes on LHS - Nil (d) No. of Truck lay-byes on RHS - Nil 10. Permanent Bridge, Bypass or Tunnel costing Rs. 50 crore or more The Site includes the following permanent bridge/ bypass/ tunnel which was constructed at the cost noted below: NIL 11. Design Chainage corresponding to Existing Chainage are as given: Sr. No. Proposed ch. Existing ch. 1. 215+000 215+000 2. 215+500 215+515 3. 216+000 216+018 4. 216+500 216+516 5. 217+000 217+016 6. 217+500 217+517 7. 218+000 218+022 8. 218+500 218+521 9. 219+000 219+054 10. 219+500 219+568 11. 220+000 220+069 12. 220+500 220+569 13. 221+000 221+069 14. 221+500 221+569 15. 222+000 222+070 16. 222+500 222+570 17. 223+000 223+070 18. 223+500 223+571 19. 224+000 224+071 20. 224+500 224+571 21. 225+000 225+072 22. 225+500 225+573 23. 226+000 226+075 24. 226+500 226+575 25. 227+000 227+079 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand National Highways Authority of India Request for Proposal – Bid Document Volume-III: Schedules Sr. No. Proposed ch. Existing ch. 26. 227+500 227+597 27. 228+000 228+098 28. 229+000 229+163 29. 229+500 229+664 30. 230+000 230+165 31. 231+500 231+674 32. 232+000 232+179 33. 242+500 244+951 34. 243+000 245+451 35. 243+500 245+952 36. 244+000 246+452 37. 244+500 246+952 38. 245+000 247+451 39. 245+500 247+951 40. 246+000 248+451 41. 246+500 248+951 42. 247+000 249+452 43. 247+500 249+952 44. 248+000 250+459 45. 248+500 250+959 46. 249+000 251+465 47. 250+500 252+984 48. 251+000 253+485 49. 251+500 253+988 50. 252+000 254+488 51. 252+500 254+989 52. 253+000 255+494 53. 253+500 256+011 54. 254+000 256+511 55. 254+500 257+011 56. 255+000 257+511 57. 255+500 258+011 58. 256+000 258+511 59. 256+500 259+011 60. 257+000 259+511 61. 257+500 260+013 62. 257+700 260+213 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand SCHEDULE-B (See Clause 2.1) DEVELOPMENT OF THE PROJECT HIGHWAY 1 Development of the Project Highway Development of the Project Highway shall include construction of the Project Highway of 4 lane divided carriageway with paved shoulder as described in this Schedule-B, in Schedule-C. 2 Four-Lanning 2.1 Four-Lanning shall include the Four-Lane Project Highway as described in Annex-I of this Schedule-B and Annex-I of Schedule-C. 2.2 Four-Lanning shall be completed by the Concessionaire in conformity with the Specifications and Standards set forth in Annex-I of Schedule-D. 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand Annex - I (Schedule-B) Description of Four-Lanning 1 Width of Carriageway 1.1 The paved carriageway shall be as per width specified in Appendix-B-I for cross-sections: - 1.2 Except as otherwise provided in this agreement but subject to the provision of the schedule ‘B’ the width of the paved carriageway shall conform to clause 1.1 above. 2 Project Facilities Project facilities shall be constructed in conformity with Annex-I of Schedule-C. 3 Specifications and Standards The Project Highway shall be constructed in conformity with the Specifications and Standards specified in Annex-I of Schedule-D. 4 Other Features of Four lanning 4.1 Cross Sections Cross section shall be as per Appendix B-I 4.2 Built-Up Area The alignment passes through Built-up areas as given in Appendix B-II 4.3 Type of pavement The Concessionaire is required to adopt flexible pavement for four lane divided carriageway with paved shoulder and also flexible pavement for two lane service roads/slip roads. Minimum Crust thickness for four lane divided carriageway with paved shoulder be provided with (Bituminous Concrete) BC-40 mm, (Dense Bituminous Macadam) DBM-100 mm, (Wet Mix Macadam) WMM-250 mm, (Granular Sub Base) GSB-200 mm, on subgrade of 500 mm with minimum soaked CBR 8%. The minimum Crust thickness for service road/slip road shall be (Bituminous Concrete) BC- 40 mm, (Dense Bituminous Macadam) DBM-60 mm, (Wet Mix Macadam) WMM-250 mm, (Granular Sub Base) GSB-200 mm, on subgrade of 500 mm with minimum soaked CBR 8%. Flexible pavement shall also be for improvement to the cross roads up to a maximum length of 100 m from main carriageway. 4.4 Kerb Cement concrete un-mountable kerb shall be provided in median of the carriageway and also in between service road and main carriageway and also along the footpaths and islands. 4.5 Alignment Plan and Longitudinal Section An alignment plan of project highway is given at Appendix B-III. 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand 4.6 Bypasses & Realignment There is one bypass of the Rajmahal Town with four lane divided carriageway with paved shoulder and 2 (two) realignments for improvement in the geometry of the project highway. The details of bypasses and realignments to be provided are given in Appendix B-IV 4.7 Median Width Two types of median width are provided along the project highway viz:,. 4.0 m (excluding the width of kerb shyness of 0.5m on both sides) & 1.5 m (excluding the width of kerb shyness of 0. 5m on both sides). Details of the different median width are given in Appendix B-V. 4.8 Service Road Two Lane Service Roads shall be provided in lengths indicated in Appendix B-VI. 4.9 Reconstruction Stretches Reconstruction stretches due to poor pavement/subgrade soil condition is proposed at different locations. Details are given in Appendix B-VII 4.10 Proposed Right of Way The details of the Proposed ROW are given in Appendix B-VIII. 4.11 Proposed Footpath & Cover Drain Footpath Cum Cover drain provided in urban areas as given in Appendix-B-IX 4.12 At Grade Intersection 4.12.1 At grade intersections shall be provided at all Junctions of by-passes at start and end and all Intersecting roads at locations specified in Appendix B -X for major intersections and in Appendix B-XI for minor intersections. 4.13 Grade Separated Intersections The grade separated intersections shall be as provided as given in Appendix B- XII 4.14 Underpasses Vehicular underpass shall be provided at location given in Appendix B-XIII Pedestrian /cattle underpass shall be provided at location given in Appendix B-XIV. 4.15 Major Bridges Major bridges as listed in Appendix B-XV shall be provided, widened, reconstructed, or extended 4.16 Minor Bridges Minor bridges as listed in Appendix B-XVI shall be provided, widened, reconstructed, or extended. 4.17 Culverts Culverts shall be provided, widened, reconstructed, or extended as listed in Appendix B- XVII 4.18 ROB/RUB Details of ROB/RUBs to be provided are given at Appendix B-XVIII. Following points shall be taken care of: 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand i). The proposed span arrangements of the ROBs are tentative and subject to change as per availability of railway boundaries/ requirement of the railways. ii). ROB shall be designed, constructed and maintained as per the requirements of Railway authorities. The construction plans shall be prepared in consultation with the concerned railway authority. iii). The ROB’s shall be constructed and maintained by the concessionaire under supervision of the Railways. iv) All expenditure related to construction, maintenance and supervision of ROB (except P&E charges) shall be borne by the Concessionaire. 4.19 Entry /Exit ramps Entry /exit ramps for entering into or exiting from the project highway shall be provided wherever necessary. 4.20 Slope Protection The side slope shall be protected by using suitable slope protection measures wherever required along the project highway. 4.21 Utilities Utility ducts shall be provided as required by utility agencies. These shall be 600 mm dia. Hume Pipe at a maximum interval of 1000 m across the ROW. The location shall be finalized in consultation with the Independent Engineer. 4.22 Rainwater Harvesting As per Ministry of Environment and Forests Notification, New Delhi dated 14.01.1997 (as amended on 13.01.1998, 05.01.1999 & 6.11.2000), the construction of Rain water harvesting structure is mandatory in and around Water Crisis area, notified by the Central Ground Water Board and shall be provided. 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand Appendix B-I The cross section shall be developed as per Schedule-D Fig. 2.4 and 2.6 as applicable for plain/rolling terrain for rural/built-up area. The cross-sectional width of ROBs shall be of 16.0 m. TCS Schedule Sr. No. From To Length(m) Type Remarks 1 215+000 217+060 2060 TCS-1 4-LANE DIVIDED HIGHWAY WITH RAISED MEDIAN 2 217+060 218+200 1140 TCS-7 ROB APPROACH THROUGH R.E.WALL 4 4-LANE DIVIDED HIGHWAY BUILTUP AREA WITH BOHT SIDE 218+200 218+700 500 TCS-3 SERVICE ROADS AND WITH RAISED MEDIAN 6 218+700 219+330 630 TCS-7 ROB APPROACH THROUGH R.E.WALL 4-LANE DIVIDED HIGHWAY BUILTUP AREA WITH BOTH SIDE 7 219+330 220+000 670 TCS-3 SERVICE ROADS AND RAISED MEDIAN 8 220+000 222+400 2400 TCS-1 4-LANE DIVIDED HIGHWAY WITH RAISED MEDIAN 9 4-LANE DIVIDED HIGHWAY BUILTUP AREA WITH RIGHT 222+400 223+100 700 TCS-5 SIDE SERVICE ROADS AND WITH RAISED MEDIAN 10 223+100 232+100 9000 TCS-1 4-LANE DIVIDED HIGHWAY WITH RAISED MEDIAN 11 4-LANE DIVIDED HIGHWAY WITH RAISED MEDIAN (NEW 232+100 233+700 1600 TCS-2 CONSTRUCTION-BYPASS LOCATION) 12 VEHICULAR UNDERPASS WITH APPROACH THROUGH 233+700 234+400 700 TCS-6 R.E.WALL 13 4-LANE DIVIDED HIGHWAY WITH RAISED MEDIAN (NEW 234+400 239+250 4850 TCS-2 CONSTRUCTION-BYPASS LOCATION) 14 239+250 240+800 1550 TCS-7 ROB APPROACH THROUGH R.E.WALL 15 4-LANE DIVIDED HIGHWAY WITH RAISED MEDIAN (NEW 240+800 242+090 1290 TCS-2 CONSTRUCTION-BYPASS LOCATION) 16 VEHICULAR UNDERPASS WITH APPROACH THROUGH 242+090 242+770 680 TCS-6 R.E.WALL 17 4-LANE DIVIDED HIGHWAY BUILTUP AREA WITH BOTH SIDE 242+770 243+150 380 TCS-3 SERVICE ROADS AND RAISED MEDIAN 18 4-LANE DIVIDED HIGHWAYBUILTUP AREA WITH LEFT SIDE 243+150 246+800 3650 TCS-4 SERVICE ROADS AND WITH RAISED MEDIAN 19 246+800 248+890 2090 TCS-1 4-LANE DIVIDED HIGHWAY WITH RAISED MEDIAN 20 VEHICULAR UNDERPASS WITH APPROACH THROUGH 248+890 249+500 610 TCS-6 R.E.WALL 21 249+500 257+070 7570 TCS-1 4-LANE DIVIDED HIGHWAY WITH RAISED MEDIAN 22 4-LANE DIVIDED HIGHWAY BUILTUP AREA WITH BOTH SIDE 257+070 257+718 648 TCS-3 SERVICE ROADS AND RAISED MEDIAN Total Length(m) 42718 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand Appendix B-II Details of Built-Up Area Design Chainage (km) Side S. No. Built-up Area Length From To 1 Maharajpur 218+200 218+700 500 Both 2 Maharajpur 219+330 222+000 670 Both 3 Chiriya Dahjhil 222+400 223+100 700 RHS 4 Raja Bazar 242+770 243+800 380 Both 5 Lakhipur/Sajanpur 243+150 246+100 3650 LHS 6 Kelabari 257+070 257+718 648 Both 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand Appendix B-III The proposed Plan & profile drawing of the Project Highway given in Appendix-B-III. The contractor shall design Plan & Profile drawing as per the provisions of IRC:SP: 84-2014. 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand Appendix B-IV Details of Bypasses/Realignment 1. Bypasses Existing Chainage (km) Design Chainage (km) Length(km) Sr. No. Start End Start End km 1 235+132 245+660 232+100 242+450 10.35 Total Length 10.35 2. Realignments Existing Chainage (km) Design Chainage (km) Length(km) Sr. No. Start End Start End km 1 230+927 231+700 227+950 228+675 0.707 2 252+456 253+600 249+200 250+300 1.100 Total Length 1.807 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand Appendix B-V Median Width Median width shall be as under excluding the kerb shyness of 0.5m in both sides: Design km Median Width excluding kerb Sr No Length(km) shyness of From To 0.50m on either side ( in m) 1 215+000 217+300 2300 4 2 217+300 217+430 130 1.5 3 217+430 217+970 540 4/Varies 4 217+970 218+500 530 1.5 5 218+500 218+730 230 1.5 6 218+730 219+270 540 4/Varies 7 219+270 220+000 730 1.5 8 220+000 222+400 2400 4 9 222+400 223+100 700 1.5 10 223+100 232+100 9000 4 11 232+100 233+760 1660 4 12 233+760 234+240 480 4/Varies 13 234+240 239+800 5560 4 14 239+800 240+165 365 4/Varies 15 240+165 242+160 1995 4 16 242+160 242+640 480 4/Varies 17 242+640 243+150 510 1.5 18 243+150 246+800 3650 1.5 19 246+800 248+960 2160 4 20 248+960 249+440 480 4/Varies 21 249+440 257+070 7630 4 22 257+070 257+718 648 1.5 TOTAL 42718 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand Appendix B-VI Details of Service Roads The service road of 7.5 m wide shall be provided at the following locations Design Chainage (km) Side S. No. Built-up Area Length From To 1 Maharajpur 218+200 218+700 500 Both 2 Maharajpur 219+330 222+000 670 Both 3 Chiriya Dahjhil 222+400 223+100 700 RHS 4 Raja Bazar 242+770 243+800 380 Both 5 Lakhipur/Sajanpur 243+150 246+100 3650 LHS 6 Kelabari 257+070 257+718 648 Both Details of Slip Roads The slip road of 7.5 m wide carriageway shall be provided at the following locations Design km Length Sr No Side From To (km) 1 216.960 217.633 0.673 Both 2 217.750 218.200 0.450 Both 3 218.600 218.979 0.379 Both 4 218.960 219.330 0.370 Both 5 239.150 239.791 0.641 Both 6 239.830 240.400 0.570 Both 7 233.600 234.030 0.430 Both 8 233.940 234.400 0.460 Both 9 241.990 242.395 0.405 Both 10 242.300 242.770 0.470 Both 11 248.790 249.185 0.395 Both 12 249.100 249.500 0.400 Both Length of slip road in each 5.643 km Both side side Note 1 : Toe wall/retaining wall shall be provided wherever required to accommodate cross-sectional elements within the ROW. Note : In addition to the above service/slip roads, entry/exit from/to main carriageway shall be construed by the Concessioner and form part of the CA. 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand Appendix B-VII Reconstruction Stretches The existing bituminous road will mostly fall in the median of 4 lane divided carriageway. The finished road has been proposed considering HFL of the river Ganga running parallel to the project road. To meet this, the existing road, in general, has been raised. Four lane divided carriageway with paved shoulder shall be constructed new in the bypasses and realignments. 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand Appendix B-VIII Details of Proposed ROW The ROW shall be acquired as per detail given below: Chainage ROW Remarks Length Total PROW (m) From To Left Right (m) 215+000 217+000 22.5 22.5 45 2000 217+000 217+633 41.25 41.25 82.5 633 ROB 217+857 218+200 47.825 47.825 95.65 343 ROB ENTRY EXIT 218+200 218+375 36 36 72 175 ROB ENTRY EXIT 218+375 218+510 36 27 63 135 ROB ENTRY EXIT 218+510 218+700 36 36 72 190 ROB 218+700 218+980 45.825 45.825 91.65 280 ROB 218+980 219+330 45.825 45.825 91.65 350 ROB ENTRY EXIT 219+330 219+555 36 36 72 225 ROB 219+555 220+000 22 23 45 445 220+000 222+870 22.5 22.5 45 2870 222+870 223+010 22.5 40 62.5 140 BUSBAY 223+010 223+100 40 40 80 90 BUSBAY 223+100 223+245 40 22.5 62.5 145 BUSBAY 223+245 227+960 22.25 22.75 45 4715 227+960 228+085 23 36.75 59.75 125 BUSBAY 228+085 228+185 33.4 36.25 69.65 100 BUSBAY 228+185 228+320 33.4 22.5 55.9 135 BUSBAY 228+320 231+000 23 22 45 2680 231+000 231+320 44.5 37.4 81.9 320 BUSBAY 231+320 233+160 22 23 45 1840 233+160 233+380 19.75 38.75 58.5 220 BUSBAY ENTRY EXIT 233+380 233+640 21.9 36.125 58.025 260 VUP 233+640 234+400 36.125 36.125 72.25 760 VUP ENTRY EXIT 234+400 234+475 29.65 29.65 59.3 75 VUP 234+475 234+740 35 22.25 57.25 265 234+740 234+850 34.5 22.25 56.75 110 BUSBAY 234+850 238+590 22.15 22.85 45 3740 238+590 238+735 22 29.25 51.25 145 BUSBAY 238+735 238+965 29.25 23.25 52.5 230 BUSBAY 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand Chainage ROW Remarks Length Total PROW (m) From To Left Right (m) 238+965 239+180 21.48 23.52 45 215 239+180 240+800 37.25 37.25 74.5 1620 ROB ENTRY EXIT 240+800 240+843 29 29 58 43 ROB ENTRY EXIT 240+843 240+875 25 29 54 32 ROB 240+875 242+030 23.105 21.895 45 1155 242+030 242+520 38.625 38.625 77.25 490 VUP 242+520 242+770 45.125 45.425 90.55 250 VUP VUP ENTRY 242+770 242+960 34.325 34.325 68.65 190 EXIT ROB VUP ENTRY 242+960 243+100 34.32 22.286 56.606 140 EXIT ROB 243+100 243+230 23.2 21.8 45 130 243+230 243+470 43.75 39.7 83.45 240 BUSBAY 243+470 247+090 21.56 23.44 45 3620 247+090 247+310 40.5 22.667 63.167 220 BUSBAY 247+310 247+590 22.74 22.26 45 280 247+590 247+800 23.85 34.3 58.15 210 BUSBAY ALIGNMENT CHANGE IN 247+800 248+635 12.5 32.5 45 835 MINOR BRIDGE PORTION ALIGNMENT CHANGE IN 248+635 248+835 28 25.5 53.5 200 MINOR BRIDGE PORTION ALIGNMENT CHANGE IN 248+835 248+890 28 28 56 55 MINOR BRIDGE PORTION 248+890 249+500 33 33 66 610 VUP ENTRY EXIT 249+500 249+575 28 28 56 75 VUP 249+575 249+830 21.5 23.5 45 255 249+830 250+080 27.5 28.5 56 250 BUSBAY 250+080 251+830 24.715 20.285 45 1750 251+830 252+145 30 29.5 59.5 315 TRUCK LAYBY 252+145 257+485 22.25 22.75 45 5340 257+485 257+710 33 33 66 225 BUSBAY 257+710 257+729 22.5 22.5 45 19 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand Appendix B-IX Locations of proposed Footpath and RCC Covered Drain: Design Chainage (km) Side S. No. Built-up Area Length From To 1 Maharajpur 218+200 218+700 500 Both 2 Maharajpur 219+330 222+000 670 Both 3 Chiriya Dahjhil 222+400 223+100 700 RHS 4 Raja Bazar 242+770 243+800 380 Both 5 Lakhipur/Sajanpur 243+150 246+100 3650 LHS 6 Kelabari 257+070 257+718 648 Both Footpath shall also be provided in the separator in between main carriageway and service road/slip road as per the typical cross-sections. Longitudinal Drain : The longitudinal drain other than built-up sections shall be lined drain and shall be designed and provided on both sides of the carriageway near the ROW edge with outfall at suitable locations. Median Drain: RCC covered drain shall be provided at the locations shown in the table below with suitable arrangement of catch pit and RCC hume pipe to lead the discharge to outfall locations. Sr. No. Median Drain Details Start Ch End Ch Length(m) 1. 215+215 215+636 421 2. 215+735 216+269 534 3. 216+395 216+721 326 4. 217+339 217+649 310 5. 217+652 218+411 759 6. 218+414 218+825 411 7. 219+052 219+360 308 8. 219+585 219+970 385 9. 220+500 220+825 325 10. 221+879 222+134 255 11. 222+560 222+755 195 12. 223+231 223+938 707 13. 224+391 224+757 366 14. 224+841 225+138 297 15. 225+183 225+433 250 16. 225+631 225+951 320 17. 226+647 226+983 336 18. 226+983 227+278 295 19. 227+769 227+961 192 20. 229+779 230+092 313 21. 230+176 230+654 478 22. 230+986 231+409 423 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand Sr. No. Median Drain Details Start Ch End Ch Length(m) 23. 231+460 231+892 432 24. 232+000 232+456 456 25. 232+599 233+108 509 26. 233+385 233+822 437 27. 234+290 235+282 992 28. 239+405 239+850 445 29. 240+061 240+867 806 30. 241+174 242+615 1441 31. 243+434 243+738 304 32. 243+770 244+003 233 33. 244+219 244+885 666 34. 245+784 246+164 380 35. 247+486 247+949 463 36. 248+537 248+858 321 37. 248+902 249+533 631 38. 250+638 251+050 412 39. 251+524 251+799 275 40. 252+166 252+452 286 41. 252+708 252+969 261 42. 253+039 253+443 404 43. 256+780 257+016 236 44. 257+044 257+255 211 45. 257+411 257+611 200 Total Length(m) 19007 Along with the above suitable drainage arrangement shall be provided at locations of structures. 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand Appendix B-X Major Intersections Existing Design Junction layout as per S. Type of Chainage Chainage Remarks Manual No. Junction (km) (km) NIL Junctions below VUP/LVUP Design S Location Chainage Junction layout as per Manual No. (km) Junction Layout as per fig 3.9 of Manual 1 Kasba 243+036 Junction Layout as per fig 3.9 of Manual 2 Paranpur 242+402 Udhwa Junction Layout as per fig 3.9 of Manual 3 249+194 Chowk Junctions at Flyover Locations NIL 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand Appendix B-XI Minor Junctions Location Sl. Type of Intersection Remarks No. Junction (Design Chainage) 1. 215+408 4 leg X Type 2. 215+987 3 leg T Type 3. 217+515 3 leg Y Type 4. 218+580 3 leg Y Type 5. 221+105 4 leg + Type 6. 221+955 3 leg Y Type 7. 222+933 3 leg T Type 8. 223+503 3 leg T Type 9. 224+528 3 leg T Type 10. 225+693 3 leg Y Type 11. 226+350 4 leg T Type 12. 227+976 3 leg Y Type 13. 228+376 4 leg + Type 14. 228+651 3 leg Y Type 15. 229+980 3 leg Y Type 16. 230+176 3 leg Y Type 17. 230+572 4 leg + Type 18. 231+440 4 leg T Type 19. 231+200 3 leg T Type 20. 231+740 3 leg T Type 21. 231+820 3 leg Y Type 22. 232+904 4 leg + Type 23. 234+885 4 leg X Type 24. 235+045 4 leg + Type 25. 235+672 4 leg X Type 26. 237+997 4 leg X Type 27. 238+562 4 leg + Type 28. 241+525 4 leg + Type 29. 243+093 3 leg T Type 30. 243+447 3 leg T Type 31. 243+994 3 leg Y Type 32. 244+467 3 leg T Type 33. 244+637 3 leg T Type 34. 245+363 3 leg T Type 35. 245+550 3 leg T Type 36. 245+708 3 leg T Type 37. 245+771 3 leg T Type 38. 246+300 3 leg T Type 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand Location Sl. Type of Intersection Remarks No. Junction (Design Chainage) 39. 246+525 3 leg Y Type 40. 246+755 3 leg T Type 41. 248+686 4 leg X Type 42. 250+463 3 leg T Type 43. 250+550 3 leg T Type 44. 250+881 3 leg T Type 45. 251+080 3 leg Y Type 46. 252+320 4 leg + Type 47. 253+685 4 leg X Type 48. 253+990 4 leg + Type 49. 254+266 3 leg T Type 50. 254+936 3 leg T Type 51. 255+280 3 leg T Type 52. 256+043 4 leg + Type 53. 256+707 3 leg T Type 54. 257+170 4 leg + Type 55. 257+432 4 leg + Type Junction on both sides of the carriageway to be improved. 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand Appendix B-XII Details of Proposed Grade Separated Intersections Proposed Total Name of Proposed Proposed S Existing Design span width of Location Intersecting structural Structure No. Chainage Chainage arrangem the Roads configuration type ent structure 1 NIL Note - 1 : Reinforced Earth Wall/Retaining wall as shown in the drawing is indicative. This shall be provided as per the detailed design by the Concessioner in Consultation with the Independent Engineer. Any variation in quantity shall be borne by the Concessioner. Note – 2 : The entry/exit arrangements at grade separated structures with service roads/slip roads shall be provided as per Fig 2.1 E of the four lane manual. 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand Appendix B-XIII Details of Proposed Vehicular Underpasses/LVUP S Design Total width structural span N Location Chainage of the configuration arrangement o. (km) structure New 6 lane As per 1 Kasba 243+036 (Vertical 1 x 12.0 Schedule D Clearance 4.0 m) New 6 lane As per 2 Paranpur 242+402 (Vertical 1 x 12.0 Schedule D Clearance 5.5m) New 6 lane As per Udhwa 3 249+194 (Vertical 1 x 12.0 Schedule D Chowk Clearance 5.5m) Note - 1 : Reinforced Earth Wall/Retaining wall as shown in the drawing is indicative. This shall be provided as per the detailed design by the Concessioner in Consultation with the Independent Engineer. Any variation in quantity shall be borne by the Concessioner. Note – 2 : The entry/exit arrangements at grade separated structures with service roads/slip roads shall be provided as per Fig 2.1 E of the four lane manual. 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand Appendix B-XIV Details of Proposed Pedestrian Underpasses / Cattle Underpasses NIL Note - 1 : Reinforced Earth Wall/Retaining wall as shown in the drawing is indicative. This shall be provided as per the detailed design by the Concessioner in Consultation with the Independent Engineer. Any variation in quantity shall be borne by the Concessioner. Note – 2 : The entry/exit arrangements at grade separated structures with service roads/slip roads shall be provided as per Fig 2.1 E of the four lane manual. 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand Appendix B-XV Details of new Major Bridges and Rehabilitation/Repair/widening Scheme for Existing Major Bridges A. Construction of New Major Bridges The bridge shall be designed to carry by the bridge structure utilities viz water pipeline, optical fibre cables and electricity cable or any other utilities as per requirement. Existing Design Proposed Total width S Name of Bridge Type of structural Chainage Chainage span of the No. Bridge No. crossing configuration (km) (km) arrangement structure NIL Note 1 : The span arrangement and total length as given above is tentative. Concessionaire shall design the bridges as per Schedule ‘D’. Any change in the cost due to change in the span arrangement and total length shall not be treated as change in scope of work and shall be borne by the concessionaire. Note 2 : Reinforced Earth Wall/Retaining Wall as shown in the drawings is indicative. This shall be provided as per the detailed design by the Concessioner in Consultation with the Independent Engineer. Any variation in quantity shall be borne by the Concessioner. 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand B. Rehabilitation/Repair/widening of Existing Major bridges Type of Span Arrangement Details of widening Details of Repair structure Name of Bridge Chainage (km) Rehabilitation Foundation S No. structure structure Bridge No. Width (m) Details of Super Sub NIL * The proposed span arrangement is tentative and shall be finalized in accordance to manual 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand Appendix B-XVI Details of new Minor Bridges and Rehabilitation/Repair /Widening Scheme for Existing Minor Bridges A. Construction of New Minor Bridges The bridges shall be designed to carry by the bridge structure utilities viz water pipeline, optical fibre cables and electricity cable or any other utilities as per requirement. Proposed Proposed span Design Type of Total width of the S No. structural arrangement tentative Chainage (km) crossing structure configuration in m 1 228+494 Nala/Channel New 4 Lane 2x15 As per Carriageway 2 233+535 Nala/Channel New 4 Lane 2x25 As per Carriageway 3 237+041 Nala/Channel New 4 Lane 1x20 As per Carriageway 4 237+438 Nala/Channel New 4 Lane 2x20 As per Carriageway 5 248+330 Nala/Channel New 4 Lane 3x15.5 As per Carriageway 6 251+530 Nala/Channel New 4 Lane 1x6 As per Carriageway 7 254+703 Nala/Channel New 4 Lane 1x6 As per Carriageway 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand B1. Rehabilitation/Repair/Widening of Existing Minor Bridges (For existing 2 lane bridges with Rehabilitation measures) NIL * The proposed span arrangement is tentative and shall be finalized in accordance to manual B2. Rehabilitation/Repair/Widening of Existing Minor Bridges (Fore concentric widening of existing bridges to accommodate 4 lane configuration) NIL 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand Appendix B-XVII Reconstruction/Proposed New Culverts (Pipe/Box) Proposed Proposed Span Sr. No. Type of Structure Remarks Chainage Arrangement (m) 1 215+259 Slab 1 x 5.0 x 3.0 Newly Reconstructed/Widening 2 215+970 BOX 1 x 3.5 x 2.5 Newly Reconstructed/Widening 3 216+337 BOX 1 x 2.5 x 3.5 Reconstruction 4 216+418 BOX 1 x 2.5 x 3.5 Reconstruction 5 217+047 BOX 2 x 2.5 x 3.5 Reconstruction 6 217+355 BOX 1 x 3 x4.5 Reconstruction 7 218+400 BOX 1x2x1 Newly Reconstructed/Widening 8 220+359 BOX 1 x 2 x 2.5 Newly Reconstructed/Widening 9 220+560 BOX 1 x 3 x 2.5 Newly Reconstructed/Widening 10 221+196 BOX 1 x 2 x 3.5 Reconstruction 11 221+569 BOX 1 x 2 x 3.5 Reconstruction 12 222+075 BOX 1 x 3 x 4.5 Reconstruction 13 222+632 BOX 1x3x5 Reconstruction 14 225+860 HPC 1 x 1.2 Reconstruction 15 226+352 SLAB 1 x 2 x 3.5 Reconstruction 16 226+608 HPC 1 x 1.2 Reconstruction 17 227+139 HPC 1 x 1.2 Reconstruction 18 227+206 HPC 1 x 1.2 Reconstruction 19 227+825 HPC 1 x 1.2 Proposed New 20 227+901 HPC 1 x 1.2 Proposed New 21 227+943 HPC 1 x 1.2 Proposed New 22 228+021 BOX 1 x 3.5 x 5 Proposed New 23 228+299 HPC 1 x 1.2 Proposed New 24 228+636 HPC 1 x 1.2 Proposed New 25 229+359 HPC 1 x 1.2 Proposed New 26 229+968 HPC 1 x 1.2 Reconstruction 27 231+441 HPC 1 x 1.2 Reconstruction 28 231+769 HPC 1 x 1.2 Reconstruction 29 231+645 HPC 1 x 1.2 Reconstruction 30 229+359 HPC 1 x 1.2 Reconstruction 31 232+203 BOX 1x5x5 Proposed New 32 233+593 HPC 1 x 1.2 Proposed New 33 234+765 HPC 1 x 1.2 Proposed New 34 235+756 HPC 1 x 1.2 Proposed New 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand Proposed Proposed Span Sr. No. Type of Structure Remarks Chainage Arrangement (m) 35 236+317 HPC 1 x 1.2 Proposed New 36 236+717 HPC 1 x 1.2 Proposed New 37 237+217 HPC 1 x 1.2 Proposed New 38 237+752 HPC 1 x 1.2 Proposed New 39 238+267 HPC 1 x 1.2 Proposed New 40 238+899 HPC 5 x 1.2 Proposed New 41 239+174 HPC 5 x 1.2 Proposed New 42 241+136 HPC 1 x 1.2 Proposed New 43 242+514 HPC 1 x 1.2 Reconstruction 44 242+846 HPC 1 x 1.2 Reconstruction 45 243+055 SLAB 1 x 3 x 4.5 Reconstruction 46 243+215 HPC 1 x 1.2 Reconstruction 47 243+331 SLAB 1 x 2 x 3.5 Reconstruction 48 243+611 HPC 1 x 1.2 Reconstruction 49 243+751 HPC 1 x 1.2 Reconstruction 50 244+135 HPC 1 x 1.02 Reconstruction 51 244+457 SLAB 1x2x4 Reconstruction 52 244+814 SLAB 1x2x4 Reconstruction 53 244+985 HPC 1 x 1.2 Reconstruction 54 245+316 HPC 1 x 1.2 Reconstruction 55 245+394 HPC 1 x 1.2 Reconstruction 56 245+695 BOX 1x2x3 Reconstruction 57 246+689 HPC 1 x 1.2 Reconstruction 58 246+882 HPC 1 x 1.2 Reconstruction 59 246+984 SLAB 1x2x2 Reconstruction 60 247+118 HPC 1 x 1.2 Reconstruction 61 247+231 SLAB 1x2x2 Reconstruction 62 247+315 HPC 1 x 1.2 Reconstruction 63 247+505 BOX 1x3x3 Proposed New 64 247+675 BOX 1 x 3 x 4.5 Proposed New 65 248+830 BOX 1x2x2 Reconstruction 66 250+208 SLAB 1x2x2 Reconstruction 67 250+901 BOX 1 x 2 x 1.5 Widening 68 251+075 BOX 1 x 2.5 x 1 Widening 69 251+450 BOX 2x3x3 Widening 70 253+743 SLAB 1 x 2.5 x 2.5 Reconstruction 71 254+576 HPC 1 x 0.9 Newly Reconstructed/Widening 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand Proposed Proposed Span Sr. No. Type of Structure Remarks Chainage Arrangement (m) 72 254+703 BOX 2 x 2.5 x 2 Widening 73 254+906 HPC 1 x 0.9 Newly Reconstructed/Widening 74 255+060 HPC 1 x 0.9 Newly Reconstructed/Widening 75 255+130 HPC 1 x 0.9 Newly Reconstructed/Widening 76 255+220 HPC 2 x 1.2 Reconstruction 77 255+425 HPC 1 x 0.9 Newly Reconstructed/Widening 78 255+805 HPC 3 x 1.2 Reconstruction 79 256+765 HPC 1 x 0.9 Newly Reconstructed/Widening 80 256+870 SLAB 1 x 3 x 2.5 Reconstruction Widening/Extension of culverts shall be done as per the size of the existing culverts. The existing culverts are generally of two lane requiring further widening to 4 lane requirements. There may be mismatch between the locations mentioned in the table above with the locations at site. The locations shall be finzlied by the Concessionor in consultation with the Indpendent Engineer. Few culverts were constructed after collection of the culvert details. A variation of ±2.5% of the deck slab area and ±2.5% variation in the length of RCC Hume Pipe Culverts shall be considered in the estimates to avoid variation at a later stage. Along with the above, suitbale size culverts shall be provided at the cross-road locations to maintain continuity of the storm water dishcarge. Also service ducts in form of 600 m dia RCC hume pipe shall be provided as per the requirments of utility agencies at a maximum internval of 1000 m in consultation with the Indpendent Engineer. SLC – Slab Culvert, HPC – Hume Pipe Culvert 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand Appendix B-XVIII Details of Proposed ROB/RUB Design Chainage arrangement in Proposed span Structure type Total width of configuration the structure ROB / RUB structural Proposed Proposed structure Location Name of crossing Existing S.No. (km) m 1X18.979+2X2 5+1X16.897+1 X60.489+1X20 .349+2X25+1X Plate 16.04 on LHS Moti New 6 2 x 16 1 ROB 217+718 Railway LC Girder and Jharna Lane m type 1X24.25+1X16 .781+1X45.567 +1X17.780+1X 24.622+4X25 on RHS ROB Railway New 6 Lane Plate Moti 1x32.8+1x45+1 2 x 16 2 219+020 LC Girder Jharna x32.8 m type ROB Railway New 6 Lane Plate Begam 2 x 16 3 239+888 LC Girder 2x25+3x31.28 pura m type * Note 1: Span arrangement as shown in the above table is tentative subject to approval of the GAD from the railways. Any change in the cost due to change in the span arrangement and total length if any shall be borne by the concessionaire. Note 2: Instrumentation of Railway spans is required as per latest MOU singed between MoRTH and Ministry of Railways. The Contractor is required to carry out instrumentation in span over Railway portion as per Scheme approved by AE/NHAI/Railways. No extra payment towards the same will be made. Height of kerb of ROB should be increased, so that in case of road accident, chances of mounting of road vehicles on kerb and falling on railway track could be avoided. 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand 45000 RIGHT OF WAY 9500 26000 9500 2000 2000 VARIES 2000 1500 7000 5000 7000 1500 2000 VARIES 2000 2000 DRAIN PROPOSED CARRIAGEWAY PROPOSED CARRIAGEWAY DRAIN KERB SHYNESS KERB SHYNESS SPACE FOR SPACE FOR SHOULDER SHOULDER SHOULDER SHOULDER 500 4000 500 SERVICES SERVICES EARTHEN EARTHEN PAVED PAVED MEDIAN Sr. No. From To Length(m) 1 215+000 217+060 2060 CL 2 220+000 222+400 2400 PROPOSED ROAD 3 223+100 232+100 9000 SELECTED EARTH FILL 4 246+800 248+960 2160 SELECTED EARTH FILL SELECTED EARTH FILL 5 249+500 257+070 7570 3% 3% Total Length of Type - 1 23120 2.5% 2.5% 3% 3% ROW ROW 2 2 1 1 (MIN.) (MIN.) 1000 1000 BC 40mm BC 40mm HFL DBM 100mm DBM 100mm HFL WMM 250mm WMM 250mm GSB 200mm GSB 200mm SUBGRADE 500mm CBR 8% (min.) 5000 - 7000 SUBGRADE 500mm CBR 8% (min.) WEEP HOLES EXISTING CARRIAGEWAY WEEP HOLES 100 THK. PCC M-15 100 THK. PCC M-15 TYPICAL CROSS SECTION (TYPE - 1) (OPEN COUNTRY PLAIN/ROLLING TERRAIN) 4-LANE DIVIDED HIGHWAY WITH RAISED MEDIAN 45000 RIGHT OF WAY 9500 26000 9500 2000 2000 VARIES 2000 1500 7000 5000 7000 1500 2000 VARIES 2000 2000 DRAIN PROPOSED CARRIAGEWAY PROPOSED CARRIAGEWAY DRAIN SPACE FOR SPACE FOR SHOULDER SHOULDER SHOULDER SHOULDER 500 4000 500 SERVICES SERVICES EARTHEN EARTHEN PAVED PAVED MEDIAN KERB SHYNESS KERB SHYNESS CL PROPOSED ROAD SELECTED EARTH FILL SELECTED EARTH FILL SELECTED EARTH FILL 3% 3% 2.5% 2.5% ROW ROW 3% 3% 2 2 1 1 (MIN.) (MIN.) 1000 1000 HFL HFL BC 40mm BC 40mm DBM 100mm DBM 100mm WMM 250mm WMM 250mm GSB 200mm GSB 200mm SUBGRADE 500mm CBR 8% (min.) SUBGRADE 500mm CBR 8% (min.) Sr. No. From To Length(m) 1 2 232+100 233+700 234+400 239+250 1600 4850 TYPICAL CROSS SECTION (TYPE - 2) 3 240+800 242+090 1290 (OPEN COUNTRY PLAIN/ROLLING TERRAIN) Total Length of Type - 2 7740 4-LANE DIVIDED HIGHWAY WITH RAISED MEDIAN (NEW CONSTRUCTION-BYPASS LOCATION) SCALE Consulting Engineering Services (I) Pvt. Ltd. NATIONAL HIGHWAYS AUTHORITY OF INDIA 47110520/RH/TCS-01 Plot No. 184, Platinum Tower, CONSULTANCY SERVICES FOR FEASIBILITY STUDY OF 4 LANING OF R0 Udyog Vihar, Phase I, TYPICAL CROSS SECTION MIRZACHAUKI TO FARAKKA FROM KM. 190.000 TO KM. 283.000 OF Gurgaon 122016, (Haryana), India NH-80 IN THE STATE OF JHARKHAND 45000 RIGHT OF WAY 1750 1500 7500 1000 500 2000 7000 500 1500 500 7000 2000 500 1000 7500 1500 1750 SERVICE ROAD PROPOSED CARRIAGEWAY MEDIAN PROPOSED CARRIAGEWAY SERVICE ROAD CUM DRAIN CUM DRAIN CRASH BARRIER CRASH BARRIER SPACE FOR SPACE FOR SHOULDER SHOULDER FOOTPATH FOOTPATH SERVICES SERVICES KERB SHYNESS KERB SHYNESS FOOTPATH FOOTPATH PAVED PAVED CL of Proposed Road ROW ROW SLOT IN FOOTPATH SELECTED EARTH FILL SELECTED EARTH FILL SLOT IN FOOTPATH 200mm x 200mm OF SELECTED EARTH FILL 200mm x 200mm OF @ 10m INTERVAL . @ 10m INTERVAL . EXISTING PAVEMENT SLOPE 3% 3% SLOPE SLOPE 2.5% 2.5% SLOPE 2.5% 2.5% HFL HFL BC 40mm BC 40mm BC 40mm BC 40mm DBM 60mm DBM 100mm DBM 100mm DBM 60mm WMM 250mm WMM 250mm 5000 - 7000 WMM 250mm WMM 250mm GSB 200mm GSB 200mm EXISTING CARRIAGEWAY GSB 200mm GSB 200mm SUBGRADE 500mm CBR 8% (min.) SUBGRADE 500mm CBR 8% (min.) SUBGRADE 500mm CBR 8% (min.) SUBGRADE 500mm CBR 8% (min.) Sr. No. From To Length(m) 1 218+200 218+700 500 2 219+330 220+000 670 3 242+770 243+150 380 4 257+070 257+718 648 Total Length of Type - 3 2198 TYPICAL CROSS SECTION (TYPE - 3) (OPEN COUNTRY PLAIN/ROLLING TERRAIN) 4-LANE DIVIDED HIGHWAY BUILTUP AREA WITH BOTH SIDE SERVICE ROADS AND RAISED MEDIAN SCALE Consulting Engineering Services (I) Pvt. Ltd. NATIONAL HIGHWAYS AUTHORITY OF INDIA 47110520/RH/TCS-02 Plot No. 184, Platinum Tower, CONSULTANCY SERVICES FOR FEASIBILITY STUDY OF 4 LANING OF R0 Udyog Vihar, Phase I, TYPICAL CROSS SECTION MIRZACHAUKI TO FARAKKA FROM KM. 190.000 TO KM. 283.000 OF Gurgaon 122016, (Haryana), India NH-80 IN THE STATE OF JHARKHAND 45000 RIGHT OF WAY 1750 1500 7500 1000 500 2000 7000 500 1500 500 7000 1500 2000 VARIES 2000 2000 SERVICE ROAD PROPOSED CARRIAGEWAY MEDIAN PROPOSED CARRIAGEWAY DRAIN CUM DRAIN CRASH BARRIER SPACE FOR SPACE FOR SHOULDER SHOULDER SHOULDER FOOTPATH SERVICES SERVICES KERB SHYNESS KERB SHYNESS EARTHEN FOOTPATH PAVED PAVED CL of Proposed Road SLOT IN FOOTPATH SELECTED EARTH FILL 200mm x 200mm OF ROW SELECTED EARTH FILL @ 10m INTERVAL . ROW SELECTED EARTH FILL EXISTING PAVEMENT SLOPE 3% 3% SLOPE 2.5% 2.5% 2.5% 3% 2 1 HFL HFL BC 40mm BC 40mm BC 40mm DBM 60mm DBM 100mm DBM 100mm Sr. No. From To Length(m) WMM 250mm WMM 250mm 5000 - 7000 WMM 250mm 1 243+150 246+800 3650 GSB 200mm GSB 200mm EXISTING CARRIAGEWAY GSB 200mm Total Length of Type - 4 3650 SUBGRADE 500mm CBR 8% (min.) SUBGRADE 500mm CBR 8% (min.) SUBGRADE 500mm CBR 8% (min.) TYPICAL CROSS SECTION (TYPE - 4) (OPEN COUNTRY PLAIN/ROLLING TERRAIN) 4-LANE DIVIDED HIGHWAYBUILTUP AREA WITH LEFT SIDE SERVICE ROADS AND WITH RAISED MEDIAN 45000 RIGHT OF WAY 2000 2000 VARIES 2000 1500 7000 500 1500 500 7000 2000 500 1000 7500 1500 1750 DRAIN PROPOSED CARRIAGEWAY MEDIAN PROPOSED CARRIAGEWAY SERVICE ROAD CUM DRAIN CRASH BARRIER SPACE FOR SPACE FOR SHOULDER SHOULDER SHOULDER FOOTPATH SERVICES SERVICES KERB SHYNESS KERB SHYNESS EARTHEN FOOTPATH PAVED PAVED C L of Proposed Road SELECTED EARTH FILL SLOT IN FOOTPATH 200mm x 200mm OF ROW SELECTED EARTH FILL @ 10m INTERVAL . ROW SELECTED EARTH FILL EXISTING PAVEMENT 3% 3% SLOPE 2.5% 2.5% SLOPE 3% 2.5% 2 1 HFL HFL BC 40mm BC 40mm BC 40mm DBM 100mm DBM 100mm DBM 60mm WMM 250mm 5000 - 7000 WMM 250mm WMM 250mm Length(m) GSB 200mm EXISTING CARRIAGEWAY GSB 200mm GSB 200mm Sr. No. From To 1 222+400 223+100 700 SUBGRADE 500mm CBR 8% (min.) SUBGRADE 500mm CBR 8% (min.) SUBGRADE 500mm CBR 8% (min.) Total Length of Type - 5 700 TYPICAL CROSS SECTION (TYPE - 5) (OPEN COUNTRY PLAIN/ROLLING TERRAIN) 4-LANE DIVIDED HIGHWAY BUILTUP AREA WITH RIGHT SIDE SERVICE ROADS AND WITH RAISED MEDIAN SCALE Consulting Engineering Services (I) Pvt. Ltd. NATIONAL HIGHWAYS AUTHORITY OF INDIA 47110520/RH/TCS-03 Plot No. 184, Platinum Tower, CONSULTANCY SERVICES FOR FEASIBILITY STUDY OF 4 LANING OF R0 Udyog Vihar, Phase I, TYPICAL CROSS SECTION MIRZACHAUKI TO FARAKKA FROM KM. 190.000 TO KM. 283.000 OF Gurgaon 122016, (Haryana), India NH-80 IN THE STATE OF JHARKHAND 62150 RIGHT OF WAY 30500 14500 14500 625 1000 2000 10500 1000 VARIES 1000 10500 2000 1000 625 CRASH BARRIER CRASH BARRIER CRASH BARRIER CRASH BARRIER PROPOSED CARRIAGEWAY PROPOSED CARRIAGEWAY MEDIAN SHOULDER SHOULDER PAVED PAVED CL of Proposed Road FORMATION FORMATION LEVEL LEVEL 2.5% 2.5% BC 40mm BC 40mm ROW ROW DBM 100mm DBM 100mm WMM 250mm WMM 250mm GSB 200mm GSB 200mm 15200 SUBGRADE 500mm CBR 8% (min.) 31750 SUBGRADE 500mm CBR 8% (min.) 15200 1500 2000 . 1500 7500 750 750 7500 1500 . 2000 1500 FOOTPATH FOOTPATH SERVICES SERVICES VARIES FOOTPATH SERVICE ROAD SERVICE ROAD FOOTPATH VARIES DRAIN DRAIN SPACE SPACE SLOT IN FOOTPATH SLOT IN FOOTPATH FOR FOR 200mm x 200mm OF 200mm x 200mm OF SLOPE @ 10m INTERVAL . @ 10m INTERVAL . SLOPE 2.5% 2.5% 2 2 1 1 300mm WIDE & 200mm DEPTH BC 40mm BC 40mm CHUTE DRAIN (BRICK/CONCRETE) DBM 60mm DBM 60mm WMM 250mm WMM 250mm 300mm WIDE & 200mm DEPTH Sr. No. From To Length(m) GSB 200mm SUBGRADE 500mm CBR 8% (min.) TYPICAL CROSS SECTION (TYPE - 06) GSB 200mm CHUTE DRAIN (BRICK/CONCRETE) SUBGRADE 500mm CBR 8% (min.) 1 233+700 234+400 700 2 3 242+090 242+770 248+890 249+500 680 610 VEHICULAR UNDERPASS WITH APPROACH THROUGH R.E.WALL Total Length of Type - 6 1990 6-LANE DIVIDED HIGHWAY WITH SERVICE ROADS AND WITH RAISED MEDIAN 65150 RIGHT OF WAY 33500 16000 16000 625500 1500 1000 12000 1000 VARIES 1000 12000 1000 1500 500 625 CRASH BARRIER CRASH BARRIER CRASH BARRIER CRASH BARRIER PROPOSED CARRIAGEWAY PROPOSED CARRIAGEWAY MEDIAN FOOTPATH FOOTPATH RAILING RAILING CL of Proposed Road FORMATION FORMATION LEVEL LEVEL 2.5% 2.5% BC 40mm BC 40mm DBM 100mm DBM 100mm WMM 250mm WMM 250mm ROW 15200 GSB 200mm 34750 GSB 200mm 15200 SUBGRADE 500mm CBR 8% (min.) SUBGRADE 500mm CBR 8% (min.) 1500 2000 . 1500 7500 750 750 7500 1500 . 2000 1500 FOOTPATH FOOTPATH SERVICES SERVICES DRAIN VARIES FOOTPATH SERVICE ROAD SERVICE ROAD FOOTPATH VARIES DRAIN DRAIN SPACE SPACE SLOT IN FOOTPATH SLOT IN FOOTPATH FOR FOR 200mm x 200mm OF 200mm x 200mm OF SLOPE @ 10m INTERVAL . @ 10m INTERVAL . SLOPE 2.5% 2.5% 2 2 1 1 300mm WIDE & 200mm DEPTH BC 40mm BC 40mm CHUTE DRAIN (BRICK/CONCRETE) DBM 60mm DBM 60mm WMM 250mm WMM 250mm 300mm WIDE & 200mm DEPTH GSB 200mm TYPICAL CROSS SECTION (TYPE - 07) GSB 200mm CHUTE DRAIN (BRICK/CONCRETE) SUBGRADE 500mm CBR 8% (min.) SUBGRADE 500mm CBR 8% (min.) ROB APPROACH THROUGH R.E.WALL Sr. No. From 1 To 217+060 218+200 Length(m) 1140 6-LANE DIVIDED HIGHWAY WITH SERVICE ROADS AND WITH RAISED MEDIAN 2 218+700 219+330 630 3 239+250 240+800 1550 Total Length of Type - 7 3320 SCALE Consulting Engineering Services (I) Pvt. Ltd. NATIONAL HIGHWAYS AUTHORITY OF INDIA 47110520/RH/TCS-04 Plot No. 184, Platinum Tower, CONSULTANCY SERVICES FOR FEASIBILITY STUDY OF 4 LANING OF R0 Udyog Vihar, Phase I, TYPICAL CROSS SECTION MIRZACHAUKI TO FARAKKA FROM KM. 190.000 TO KM. 283.000 OF Gurgaon 122016, (Haryana), India NH-80 IN THE STATE OF JHARKHAND SCHEDULE – C (See Clause 2.1) PROJECT FACILITIES 1 Project Facilities The Concessionaire shall construct the Project Facilities in accordance with the provisions of this Agreement. Such Project Facilities shall include: (a) Roadside furniture; (b) Street lighting; (c) Pedestrian facilities; (d) Landscaping and tree plantation; (e) Truck lay-bys; (f) Bus-bays and bus shelters; (g) Development of site for wayside amenities; (h) Traffic aid posts; (i) Medical aid posts; (j) Vehicle rescue posts; 2 Project Facilities for Four-Lanning Project Facilities forming part of Four-Lanning are to be completed on or before the Project Completion Date have been described in Annex-I of this Schedule-C. 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand Annex - I (Schedule-C) Project Facilities for Four-Lanning 1 Project Facilities The Concessionaire shall construct the Project Facilities described in this Annex-I to form part of the Four-Lane Project Highway. The Project Facilities shall include: (a) Roadside furniture; (b) Pedestrian facilities; (c) Landscaping and Tree plantation; (d) Truck lay-bys; (e) Bus-bays and bus shelters; and (f) Foot Over Bridge (g) Others i. Development of Site for Wayside Amenities ii. Traffic Aid Post-1 no iii. Medical Aid Post-1 no iv. Vehicle Rescue Post-1 no v. Highway Lighting-as per the requirement of four laning manual vi. Ambulance-1 no 2 Description of Project Facilities Each of the Project Facilities is briefly described below: a) Road Side Furniture The provision of road side furniture shall be finalized as per Manual of Specifications and in consultation with the Independent Engineer. (i) Traffic Signs and Pavement Markings (ii) Metal Beam Crash Barrier (iii) Traffic Safety Devices (iv) Boundary Stones (v) Hectometer / Kilometer Stones (vi) Traffic Blinker Signal (L.E.D) at intersections b) Pedestrian Facilities Pedestrian facilities in the form of guard rails, foot over bridges, footpath, lighting, etc shall be provided where ever required as per manual 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand c) Landscaping and Tree Plantation Landscaping of highway shall be done but not limited to the following: Median Grade Separated Intersections At-Grade islands of the intersection locations d) Truck Lay byes Truck lay bye shall be provided at following locations: Sr. No. Chainage Side 1 252+050 RHS 2 251+915 LHS Indicative layout of lay byes as per the minimum site requirement shall be as indicated in Ministry of Road Transport & Highways guidelines No. RW/34032/5/88-DO II dated 22.08.1988 and provisions shall be made accordingly. e) Bus Bays / Bus Shelters (20 Nos.) The concessionaire shall provide minimum of 20 nos. of Bus Bays along the project highway. The design of Bus Bays should be aesthetically pleasing with surroundings. The locations of these bus bays shall be finalized by the concessionaire in consultation with the IE. Sr. No. Chainage Side 1 222+950 RHS 2 222+125 LHS 3 228+070 RHS 4 228+200 LHS 5 231+115 RHS 6 231+245 LHS 7 233+280 RHS 8 234+800 LHS 9 238+650 RHS 10 238+750 LHS 11 239+200 RHS 12 239+270 LHS 13 243+265 RHS 14 243+230 LHS 15 247+700 RHS 16 247+190 LHS 17 249+900 RHS 18 250+000 LHS 19 257+600 RHS 20 257+600 LHS 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand f) Foot Over Bridge Foot over bridges shall be provided at the following locations. Sr. No. Chainage 1 218+800 2 221+050 3 227+975 The location shall, however, be finalized in consultation with Independent Engineer. g) Others The following facilities shall be provided as per Concession Agreement and “Manual of Specification and Standards for Four lanning of National Highways through PPP”. I. Development of Site for Wayside Amenities II. Traffic Aid Post (1 No.) III. Medical Aid Post (1 No.) IV. Vehicle Rescue Post (1 No.) V. Highway Lighting : Highway Lighting shall be provided in urban stretches / built-up areas, grade separators, underpasses, ROBs, and its approaches, and bus stops/bus bays as per Manual of Specification and Standards Provision of other facilities viz., Highway Patrol, Ambulances, Cranes, etc shall be provided as per Manual of Specification and Standards for Four Lanning of National Highways through PPP. 4 Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand SCHEDULE – D (See Clause 2.1) SPECIFICATIONS AND STANDARDS 1 Four-Lanning The Concessionaire shall comply with the Specifications and Standards set forth in Annex-I of this Schedule-D for construction of the Four-Lane Project Highway. 4- Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand Annex - I (Schedule-D) Specifications and Standards for Four-Lanning 1 Manual of Specifications and Standards to apply Subject to the provisions of Paragraph 2 of this Annex-I, Four-Lanning of the Project Highway shall conform to the Manual of Specifications and Standards for Four Laning of Highways through Public Private Partnership IRC:SP:84-2014 published by the Indian Roads Congress. 2 Deviations from the Manual Notwithstanding anything to the contrary contained in the aforesaid Manual, the following Specifications and Standards shall apply to the Four-Lane Project Highway, and for purposes of this Agreement, the aforesaid Manual shall be deemed to be amended to the extent set forth below: Sr. Clause No Clause Title Deviation to Clause No. In Built-up areas, space for utilities is 1.75 m in place 1. 2.16 Typical Cross section of 2.0 m as per the Manual. 4- Laning of NH-80 Design Km 215.000 to 257.718 (existing Km 215.000 to Km 260.000) of the section from Mirza Chauki to Farakka (km 190.000 to km 283.000) in the state of Jharkhand