Request for Proposal for Development of Outer Ring Road (ORR) on Design, Build, Finance, Operate and Transfer (DBFOT) Annuity basis at Chennai, in the State of Tamil Nadu International Competitive Bidding Volume III SCHEDULES 5 th March 2009 Government of Tamil Nadu, Highways and Minor Ports Department Secretariat, Fort St. George, Chennai- 600 009 [Please also refer the Drawings (Alignment Plan) attached separately]
SCHEDULE A INDEX SITE OF THE SIX LANE WITH SERVICE ROADS PROJECT ROAD SCHEDULE - B DEVELOPMENT OF THE PROJECT ROAD 11 SCHEDULE C PROJECT FACILITIES 29 SCHEDULE D SPECIFICATIONS AND STANDARDS FOR SIX LANE WITH SERVICE ROADS SCHEDULE E APPLICABLE PERMITS 35 SCHEDULE F PERFORMANCE SECURITY 36 SCHEDULE G PROJECT COMPLETION SCHEDULE 47 SCHEDULE H DRAWINGS 49 SCHEDULE I TESTS 52 SCHEDULE J COMPLETION CERTIFICATE 57 SCHEDULE K MAINTENANCE REQUIREMENTS 59 SCHEDULE L SAFETY REQUIREMENTS 66 SCHEDULE M ANNUITY PAYMENT SCHEDULE 70 SCHEDULE N WEEKLY TRAFFIC CENSUS 71 SCHEDULE O TRAFFIC SAMPLING 72 SCHEDULE P SELECTION OF INDEPENDENT ENGINEER 73 SCHEDULE Q TERMS OF REFERENCE FOR INDEPENDENT ENGINEER SCHEDULE R CASH FLOW PROJECTIONS 81 SCHEDULE S ESCROW AGREEMENT 82 SCHEDULE T PANEL OF CHARTERED ACCOUNTANTS 97 SCHEDULE U VESTING CERTIFICATE 99 SCHEDULE V SUBSTITUTION AGREEMENT 1 34 74 100 APPENDIX TO SCHEDULE D MANUAL OF SPECIFICATIONS AND STANDARDS FOR SIX LANING OF NATIONAL HIGHWAYS 112 Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu
SCHEDULE A (See Clause 10.1) SITE OF THE SIX LANE PROJECT HIGHWAY 1 The Site 1.1 Site of the Six 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 GOTN, HD 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, if required, for grade separators, flyovers, underpasses, grade junctions, traffic aid posts, medical aid posts, vehicle rescue posts and other structures / components if any, or for construction of works specified in Change of Scope Order shall be acquired in accordance with the provisions of this Agreement. Upon acquisition, such land shall form part of the Site and vest in GOTN, HD. Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 1
Annex - I (Schedule-A) Site of the Six Lane Project Highway 1.1 The Site The Chennai Metropolitan Development Authority (CMDA) as part of its Master Plan has proposed development of Outer Ring Road (ORR) along the periphery of Chennai Metropolitan Area (CMA) in Kanchipuram and Thiruvallur Districts of Tamil Nadu with the objective of relieving congestion within the city and also for catalyzing the even dispersal of urban growth. The ORR shall provide orbital linkages to the major radials as well as decongest the traffic flow on the existing major roads including the Inner Ring Road (IRR) and disperse the urban growth over a large area. The proposed ORR connects NH-45 at Vandalur in the south with Thiruvottiyur-Ponneri-Panchetti (TPP) Road at Minjur in the north. This proposed ORR intersects five major roads the NH 45 (GST Road), NH 4 (Bangalore Road), NH 205 (CTH Road), NH 5 (GNT Road) and TPP Road. The entire stretch is divided into four segments and proposed to be implemented in two Phases: Phase I: Segment-I NH 45 to NH 4 Ch.Km. 0+000 to Km.18+950 Segment-II NH 4 to NH 205 Ch. Km.18+950 to Km.29+650 Phase II: Segment-III NH 205 to NH 5 Ch.Km. 29+650 to Km.47+590 Segment-IV NH 5 to TPP Road Ch.Km. 47+590 to Km.62+300 Segments I and II (approx. length of 29.650 km) connecting NH-45 near Vandalur to NH-205 (Between Tandarai and Nemilicheri villages) are proposed to be taken up for implementation in this first phase, and hereinafter referred to as the Project Highway. The Project Highway is proposed to be developed as a six lane divided carriageway with service roads. 1.2 Disclaimer The data presented in this schedule is for an initial understanding and guidance of the concessionaire. GOTN, HD or TNRDC will not be responsible for any inaccuracy in the information provided and shall not be liable for or be bound by the data in the information provided and shall not be liable for or be bound by the data used by the Concessionaire in evaluating the project viability. The Concessionaire will carry out his own independent surveys for assessing actual position of the Project Highway. The Concessionaire acknowledges that prior to the execution of this Agreement, the Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 2
Concessionaire has satisfied himself (based on his own independent assessment) of the survey data, specifications and standards, site and all information provided by the GOTN, HD. The concessionaire acknowledges and accepts the difficulties, risks and hazards likely to arise during the course of performance of his obligations hereunder. 1.3 Description of the Project Highway The index map and location of the Project Highway is given in Figure A-1. The alignment proposed passes through agriculture lands and small built up areas. 1.3.1 Linear Chainage Referencing System Design Chainages given in the base plans are to be used as reference for the entire length of the Project Highway. Using these as references, the Concessionaire shall, establish the Design Chainage for the Project Highway based on detailed topographic surveys,. 1.3.2 Start and End of Project Highway The approximate length of the Project Highway is 29.650 kms. The Project Highway starts at National Highway 45 at Vandalur (chainage Km 32.300) and ends at NH- 205(chainage Km 29.000) at Nemilicheri Village. 1.3.3 Latitudes & Longitudes The Project Highway lies between latitude 80 50 and longitude 12 50 and latitude 80 20 and longitude 13 20 1.3.4 Terrain The alignment passes through plain terrain. 1.4 Traffic The indicative traffic estimates for the Project Highway with and without generated traffic due to the commercial development along the Project Highway is given in Tables A-1 to A-4. The traffic volume estimates and projections for the two segments of the ORR that take into account the generated traffic due to the proposed commercial developments are presented in Tables A-3 and A-4 Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 3
Figure A-1: ORR Alignment in Context of Chennai Metropolitan Area Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 4
Table A-1 Estimated Traffic on NH-45 to NH-4 Segment (without generated traffic) Year Bus Truck Car TW &AR CYCLE SLOW TOTAL MV 2004 1341 244 3278 12443 803 117 18226 2005 1450 261 3544 14309 818 116 20498 2006 1567 279 3830 16456 834 115 23081 2007 1694 299 4141 18924 850 114 26022 2008 1831 320 4476 21763 866 114 29370 2009 1979 342 4839 24374 883 113 32530 2010 2139 366 5231 27299 899 112 36046 2011 2313 392 5655 30575 916 111 39962 2012 2500 419 6112 33052 934 111 43128 2013 2703 449 6608 35729 951 110 46550 2014 2922 480 7143 38623 970 109 50247 2015 3121 514 7631 41262 999 109 53636 2016 3271 550 7997 43242 1018 108 56186 2017 3428 588 8381 45318 1039 107 58861 2018 3593 629 8783 47493 1059 107 61664 2019 3765 673 9205 49773 1081 106 64603 2020 3946 720 9647 52162 1102 105 67682 2021 4135 771 10110 54666 1125 104 70911 2022 4333 825 10595 57290 1147 103 74293 2023 4542 882 11104 60040 1170 103 77841 2024 4760 944 11636 62921 1193 102 81556 2025 4989 1011 12198 65960 1217 101 85476 2026 5205 1075 12728 68827 1240 101 89176 2027 5431 1143 13281 71818 1262 100 93035 2028 5667 1215 13858 74939 1285 100 97064 2029 5913 1292 14460 78197 1309 99 101270 2030 6169 1374 15089 81595 1332 99 105658 2031 6410 1453 15679 84787 1354 99 109782 2032 6660 1536 16292 88103 1376 98 114065 2033 6920 1624 16929 91550 1399 98 118520 2034 7191 1716 17591 95131 1422 97 123148 2035 7471 1814 18278 98852 1445 97 127957 2036 7734 1907 18922 102332 1467 97 132459 2037 8006 2005 19588 105934 1488 96 137117 2038 8287 2108 20277 109664 1510 96 141942 2039 8578 2217 20990 113524 1532 95 146936 2040 8880 2331 21729 117521 1555 95 152111 Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 5
Table-A-2 Estimated Traffic on NH-4 to NH-205 Segment (without generated traffic) Year Bus Truck Car TW &AR CYCLE SLOW MV TOTAL 2004 365 204 894 3394 218 32 5107 2005 396 218 969 3903 222 31 5739 2006 429 234 1051 4488 226 31 6459 2007 466 250 1139 5161 231 31 7278 2008 505 267 1234 5935 236 31 8208 2009 547 286 1338 6648 240 30 9089 2010 593 306 1451 7445 245 30 10070 2011 643 328 1572 8339 250 30 11162 2012 697 351 1705 9039 255 30 12077 2013 755 375 1847 9798 260 30 13065 2014 818 401 2003 10621 265 29 14137 2015 887 429 2169 11504 270 29 15288 2016 934 459 2284 12113 276 29 16095 2017 984 491 2406 12756 281 29 16947 2018 1036 525 2533 13431 287 29 17841 2019 1091 561 2667 14143 292 28 18782 2020 1149 599 2808 14893 299 28 19776 2021 1210 641 2957 15682 304 28 20822 2022 1274 685 3114 16513 311 28 21925 2023 1341 732 3279 17388 317 28 23085 2024 1412 783 3453 18310 323 27 24308 2025 1489 844 3641 19311 330 27 25642 2026 1563 904 3820 20260 336 27 26910 2027 1640 969 4008 21256 342 27 28242 2028 1720 1037 4205 22302 349 27 29640 2029 1805 1111 4411 23398 356 27 31108 2030 1894 1119 4628 24549 362 27 32579 2031 1977 1266 4833 25635 368 27 34106 2032 2065 1347 5046 26770 375 27 35630 2033 2156 1432 5269 27955 381 27 37220 2034 2252 1524 5502 29192 388 27 38885 2035 2351 1621 5746 30484 394 27 40623 2036 2445 1715 5974 31698 400 27 42259 2037 2542 1813 6212 32961 407 27 43962 2038 2644 1917 6459 34274 413 27 45734 2039 2749 2027 6716 35639 419 27 47577 2040 2859 2144 6984 37058 426 27 49498 Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 6
Table A-3: Estimated Traffic on NH-45 to NH-4 Segment (with generated traffic) Year Bus Truck Car TW &AR CYCLE SLOW MV TOTAL 2004 1341 244 3278 12443 803 117 18226 2005 1450 261 3544 14309 818 116 20498 2006 1567 279 3830 16456 834 115 23081 2007 1694 299 4141 18924 850 114 26022 2008 1831 320 4476 21763 866 114 29370 2009 1979 342 4839 24734 883 113 32890 2010 2139 366 5231 27299 899 112 36046 2011 2606 440 6370 33292 1092 137 43937 2012 3460 552 8460 41963 1509 195 56139 2013 4336 657 10601 50887 1930 252 68663 2014 5133 709 12550 59148 2295 302 80137 2015 5505 743 13459 63386 2427 317 85837 2016 5657 779 13832 65389 2448 317 88422 2017 5814 817 14215 67465 2469 315 91095 2018 5979 859 14618 69639 2489 315 93899 2019 6151 903 15039 71920 2511 314 96838 2020 6332 950 15481 74308 2532 313 99916 2021 6521 1000 15944 76812 2554 312 103143 2022 6720 1054 16429 79436 2577 312 106528 2023 6928 1112 16938 82186 2599 311 110074 2024 7146 1174 17471 85068 2623 310 113792 2025 7375 1240 18033 88106 2647 310 117711 2026 7592 1304 18563 90973 2669 309 121410 2027 7818 132 19116 93965 2692 309 124032 2028 8053 1445 19693 97086 2715 308 129300 2029 8299 1522 20295 100343 2738 308 133505 2030 8556 1604 20923 103742 2762 307 137894 2031 8797 1682 21513 106933 2784 307 142016 2032 9047 1765 22126 110250 2806 307 146301 2033 9307 1853 22763 113696 2829 306 150754 2034 9577 1946 23425 117277 2852 306 155383 2035 9858 2044 24113 120998 2875 305 160193 2036 10120 2137 24756 124478 2896 305 164692 2037 10392 2235 25422 128081 2918 305 169353 2038 10673 2338 26111 131810 2940 304 174176 2039 10965 2446 26825 135671 2962 304 179173 2040 11266 2560 27564 139667 2985 304 184346 Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 7
Table A-4 Estimated Traffic on NH-4 to NH-205 Segment (with generated traffic) Year Bus Truck Car TW &AR CYCLE SLOW MV TOTAL 2004 365 204 894 3394 218 32 5107 2005 396 218 969 3903 222 31 5739 2006 429 234 1051 4488 226 31 6459 2007 466 250 1139 5161 231 31 7278 2008 505 267 1234 5935 236 31 8208 2009 547 286 1338 6648 240 30 9089 2010 593 306 1451 7445 245 30 10070 2011 700 520 1712 8871 284 35 12122 2012 929 883 2272 11192 393 50 15719 2013 1182 1210 2892 13764 515 67 19630 2014 1302 1319 3185 15109 553 72 21540 2015 1370 1347 3351 15991 558 72 22689 2016 1418 1377 3466 16600 564 72 23497 2017 1467 1409 3588 17243 569 71 24347 2018 1519 1443 3715 17918 575 71 25241 2019 1574 1479 3849 18631 581 71 26185 2020 1632 1517 3990 19380 587 71 27177 2021 1693 1559 4139 20169 593 70 28223 2022 1757 1603 4296 21000 599 70 29325 2023 1825 1650 4461 21875 605 70 30486 2024 1895 1701 4635 22797 611 70 31709 2025 1973 1762 4824 23798 618 70 33045 2026 2046 1822 5002 24747 624 70 34311 2027 2123 1887 5190 25744 630 70 35644 2028 2203 1955 5387 26789 637 70 37041 2029 2288 2029 5594 27886 644 70 38511 2030 2377 2108 5810 29036 650 70 40051 2031 2460 2184 6015 30123 657 70 41509 2032 2548 2265 6229 31257 663 70 43032 2033 2639 2351 6452 32442 669 70 44623 2034 2735 2442 6685 33679 676 70 46287 2035 2835 2539 6928 34971 682 70 48025 2036 2928 2633 7157 36185 689 70 49662 2037 3026 2731 7394 37488 695 70 51404 2038 3127 2835 7641 38761 701 70 53135 2039 3232 2945 7899 40126 707 70 54979 2040 3342 3062 8166 41546 714 70 56900 Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 8
1.4.2 Abutting Land use: Abutting land use along the proposed alignment is predominantly agriculture and sparse residential development. The existing land uses along the Project Highway is given in Table A-5. Table A-5 Abutting Land Use Chainage (Km) LHS RHS 0.000-4.000 Agriculture Agriculture and open 4.000-8.000 Urbanisable Primary Residential 8.000-10.000 Non- urban Non urban 10.000-11.000 Open, Industrial, Mixed Residential Semi- urban, (Industrial and mixed Residential ) 11.0000-13.000 Open Residential/ agriculture Open Residential/agriculture 13.000-18.000 Water Body and Agriculture Agriculture and Residential 18.000-20.000 Commercial/ Open Mixed / Residential 20.000-26.000 Open / semi- urban Open / Residential 26.000-29.000 Open/Residential Open / Residential 29.000-29.650 Open/Water Bodies Open / Water Bodies 1.4.3 Road Geometrics The proposed alignment traverses through plain terrain. The Concessionaire shall prepare suitable designs for Horizontal and Vertical alignment as per IRC standards. The geometric designs shall be carried out within the available RoW and shall be finalized after discussions with IE and approval by GOTN, HD. 1.5. Road Inventory The alignment length of 29.650 km (approx.) traverses through plain terrain. The proposed alignment is a green-field alignment to be developed on a new formation, and shall be constructed as per the provisions of schedule B, C and D. 1.6. Land The land width available is 122 metres, and includes: (a) a 50 m road land width (in two strips of 25m each) allocated for Highways mode of transport on either side; (b) a strip of 22m earmarked for locating a Public Transportation Corridor (PTC) within the ROW (in-between the two strips of 25m for the main carriageway), and, (c) a strip of 50 m, earmarked for commercial development on the inner side of the alignment. Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 9
The ROW available for the Concessionaire for the development of the Project Highway shall be limited to the 50m road land width (in two strips of 25m each) allocated for Highways mode of transport. The right of utilization and development of the remaining ROW, at any point during the Concession Period, shall vest with the GoTN. The Concessionaire shall have no objection during any time of the concession period for access to Government or its nominated agencies on development in the 22m and 50m strip of land. 1.7. Road Crossings/Junctions There are in total 33 road crossings / junctions along the Project Highway, which includes 9 major intersections of primary importance with NH and SH and 24 minor intersections of secondary importance with MDR, ODR or Village roads. 1.8. RoBs The Project Highway cuts across Railway lines at-grade at two locations. RoBs shall be provided for these locations, i.e., at Km 0.000 and Km 28.050. Both the RoBs are part of the interchanges proposed at Major Intersections with NH-45 and NH-205 respectively. 1.9. Shifting of Utilities Existing utilities within the ROW acquired for the Project Highway will require relocation. The utilities impacted include optical fibre cable (OFC), electrical poles, telephone poles, high-tension cable towers, water mains etc. 1.10. Drainage There are no existing drainage facilities within the proposed ROW. The designs for the Project Highway shall include adequate provisions for overall drainage (cross drainage and longitudinal and/or road side) as per standards. Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 10
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 as described in this Schedule-B and in Schedule-C. 2 Six Lane 2.1 Six Lane shall include construction of the Six Lane as described in Annex-I of this Schedule B and Annex-I of Schedule C. 2.2 Six Lane shall be undertaken and completed by the Concessionaire in conformity with the Specification and Standards set forth in Annex I of Schedule-D. Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 11
1 Width of Carriageway Annex - I (Schedule-B) Description of Six Lane-Project Highway 1.1 The paved carriageway shall be 36 meters wide, as proposed in the typical crosssection (figure B-1), which includes (i) dual three lane carriageway, each 10.5m wide, (ii) 2.0m wide paved shoulders (1.0m wide on either side of the main carriageway), on each direction, and, (iii) 5.5m wide service roads, on either side of the divided highway. 1.2 Except as otherwise provided in this Agreement, 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 Project Highway shall be constructed in conformity with the Specifications and Standards specified in Annex-I of Schedule D. 4. Features of Six Lane Project Highway 4.1 General The description of the requirements for the various elements of the Project Highway given herein under is the bare minimum requirements of the Project. The Project has the same meaning as defined in Para 1.1 of Draft Concession Agreement. The locations for the proposed elements of the Project Highway shall be finalized in consultation and approval from IE and GoTN, HD/TNRDC. The scope of work shall be as per Stipulations of this Schedule B and Schedule C and constructed in accordance with the Specifications and Standards mentioned in Schedule D, and includes, Construction of a new Six-Lane divided carriageway with service roads (approx. length of 29.650 km); Construction of 5.5 m wide service roads, one on each direction, with 2.0m wide planter strips between the service roads and the main carriageway; Construction of footpaths, with covered drain and utility duct for the full length of the Project Highway, one each along the edge of the service road in both directions; Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 12
Development of 9 major intersections and 24 minor intersections; Construction of 3 major bridges, 2 minor bridges, 23 slab culverts and 57 box culverts. Provision for an additional 20 culverts shall be included in the Scope of works; Construction of a minimum of 50 bus bays with passenger shelters, 25 on either side of the Project Highway; Construction of traffic safety measures; Construction of wayside amenities, truck lay-bys, bus bays and other road side facilities; and, Provision of additional facilities like illumination, landscaping and tree planting, roadside furniture and a system for efficient traffic management. Notwithstanding the base alignment plans enclosed with this schedule, the Concessionaire shall himself carryout and be responsible for engineering surveys, investigations and detailed engineering designs and prepare the working drawings for all components relevant for development of the Project Highway to fulfill the scope of the Project as envisaged in this Agreement. All General Arrangement Drawings (GAD) shall be reviewed by the Independent Engineer (IE) and approved by GOTN, HD. The concessionaire shall maintain the different elements of the Project Highway and facilities thereon as per the maintenance requirements described in Schedule K. 4.2 CORE CONSTRUCTION REQUIREMENT In the planning, design and execution of the Works and other works in connection with the repair, maintenance or improvement of the Project Highway and functions associated with the construction of the Project Highway and roadside facilities, the Concessionaire shall take all such actions and do all such things (including, but not limiting to, organizing itself, adopting measures and standards, executing procedures, including inspection procedures and highway patrols, and engaging and managing contractors, agents and employees) as will: Enable GOTN, HD to provide an acceptably safe highway in respect of its condition (structural safety) and use (road safety); Enable GOTN, HD to fulfill its statutory and common law obligations; Enable the Police, local authorities, and others with statutory duties or functions in relation to the Project Highway or adjoining roads to fulfill those duties and functions; Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 13
Minimize the occurrence and adverse effects of accidents and ensure that all accidents and emergencies are responded to as quickly as possible; Minimize the risk of damage, destruction or disturbance to third party property; Ensure that members of the public are treated with all due courtesy and consideration; Provide a safe, clear and informative system of road signs; Comply with any specified program requirements, including for the completion of the new road; Enable standards of reliability, durability, accessibility, maintainability, quality control and assurance, and fitness for purpose appropriate to a highway of the character of the Project Highway to be achieved throughout the Contract Period; Achieve a high standard in the appearance and aesthetic quality of the Project Highway and achieve integration of Project Highway with the character of surrounding landscape through both sensitive design and sensitive management of all visible elements; Undertake proper safety audit through an appropriate consultant (i.e. apart from the IE) before COD; Carry out accident recording and reporting (to IE and GOTN, HD) by type on regular basis; and, Ensure adequate safety of the Project Workers on the work site. 4.3 CROSS SECTIONS The Project Highway shall be a 6-lane divided carriageway with paved shoulders and 5.5 m wide service road separated by medians on both sides as per cross section type given in Table B-1. The typical cross section of 6-lane with paved shoulder with 22.0m of land reserved in between for accommodating a Public Transportation Corridor (PTC) as indicated in Figure B-1, is applicable for the Project Highway. The typical cross section shall be followed along with the design standards, indicated in Schedule D for development of the Project Highway. The alternative cross section of the Project Highway at cross drainage structures shall follow the typical cross sections in consultation with IE and GOTN, HD at the time of detailed design prior to construction. Along the Project Highway, the utility services, including optical fiber cables, shall be provided in the utility duct earmarked for this purpose. The location of the utility duct shall be finalized by the Concessionaire, in consultation with the concerned Authority and the approval of IE and GOTN, HD. For cross connections, the utility services shall be carried through the nearest cross Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 14
drainage structure/cattle crossing below its deck slab and above HFL. Location and design of the cross utility ducts, if required, shall be finalized at the detailed design stage in consultation with the IE and GOTN, HD. Minor alterations/ modifications can be carried out to the alignment plan within the overall suggested cross-section, along with proper justification, in consultation and approval from IE and GOTN, HD. Table B-1: Type of Road Cross Sections Segment Location From To Cross Section I NH-45 NH-4 Figure B-1 II NH-4 NH- 205 Figure B-1 4.4. Alignment Plan The indicative alignment plan of Project Highway is available with the RFP. The alignment plan and vertical profile of the Project Highway will be prepared and finalized by the Concessionaire in consultation with and approval from IE and GOTN, HD. The Finished Road Top Level (FRL) shall conform to the design standards stipulated through Schedule D of this Concession Agreement. Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 15
Figure B-1 Typical Cross Section Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 16
4.5. SERVICE ROADS Service roads (5.5m wide), one each on the LHS and RHS of the divided six lane carriageway, for the entire length of the Project Highway shall be designed and constructed. Planter strips of 2.0m width will separate the main carriageway and service roads. 4.6. PAVEMENT 4.6.1 General The pavement design including pavement characteristics requirements of the Project Highway and that of the service roads in Urban Sections shall be done in accordance with Schedule D. Pavement shall be flexible for main carriageway, paved shoulders, service roads, pick up bus stops, Truck lay-byes, wayside amenities complex and for cross roads up to ROW limits. To ensure internal drainage of the pavement structure, the lower drainage layer or filter layer of the road sub base shall extend up to full formation width. Roughness value of the flexible pavement on completion shall not be more than 1800 mm per km (for both Main Carriage Way and Service Roads) measured jointly (by The Concessionaire, The IE and GOTN, HD) with Bump Integrator fitted in a vehicle or an equivalent device approved by the IE and GOTN, HD. The instrument used in the measurement of roughness shall be duly calibrated. 4.6.2 Pavement composition The pavement composition for the main carriageway shall be designed as per IRC: 37-2001. The concessionaire shall design the pavement for design life of 20 years with minimum of 100msa (Million Standard Axles) and should be designed for a minimum CBR of 6% (Soaked CBR). The pavement composition shall be reviewed and approved by IE and GOTN, HD prior to the execution. 4.6.3 Paved Shoulder composition The paved shoulders shall be designed as an integral part of the pavement for the main carriageway. The pavement thickness of the paved shoulders shall be the same as in the main carriageway. 4.6.4 Pavement Composition for Service Road The pavement composition for service roads shall be designed as per IRC: 37-2001. 4.7 Intersections/ Junctions (AT GRADE) All major and minor intersections shall be designed and developed in accordance with standards mentioned in Schedule-D. The tentative locations of intersections are listed in Table B-2 and B-3. Table B-2 At Grade Intersections Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 17
Sl. No. Location Chainage 1 Vehicular Underpass Km.4.450 2 Vehicular Underpass Km.14.450 3 Vehicular Underpass @ Amadurmedu Km.25.050 4 Vehicular underpass To be decided 5 Vehicular underpass To be decided Table B-3: Minor At-grade Intersections S. No Name of the Roads Chainage Name of the Village Segment I : From NH-45 to NH-4 1 Mud Road Km 1.350 Vandalur 2 Cart Track Km 2.675 Mannivakkam 3 BT Road Km 4.390 Mudichur 4 New Foot Path Km 4.700 Varadharajapuram 5 Mud Road Km 5.070 Varadharajapuram 6 New Foot Path Km 7.000 Near Kishkinta 7 Cart Track Km 7.340 Erumaiyur 8 Mud Road Km 9.600 Thirumudivakkam 9 SIDCO Estate Mud Road Km 10.985 Industrial Estate 10 Mud Road Km 12.500 Industrial Estate 11 Kodambakkam-Sriperumbudur Km 13.343 Kavanur 12 (WBM) to Malayambakkam Km 14.650 Malayambakkam 13 Mud Road Km 15.370 Malayambakkam 14 Mud Road Km 17.850 Nazarthpet 15 Mud Road (To Poonamallee) Km 18.235 Nazarthpet 16 Nazarthpet Village Road Km 18.830 Nazarthpet Segment - II : NH-4 to NH-205 17 Mud Road Km 19.865 Varadharajapuram 18 Mud Road Km 21.500 Udayavarkoil 19 Mettaled Road Km 22.440 Kolappancheri 20 Mud Road Km 22.958 Vayalanallur 21 B.T Road Km 24.950 Vayalanallur 22 B.T. Road Km 26.450 Amadurmedu 23 B.T. Road Km 27.800 Amadurmedu 24 Mud Road Km 29.500 Nemelicheri Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 18
4.8 STRUCTURES 4.8.1 Major and Minor Bridges The major and minor bridges shall be designed in accordance with the Design Standards and Specifications set in Schedule D. Construction of 3 major bridges, 2 minor bridges in Project Highway, listed in Table B-4 is the minimum requirement. The designs, drawings, and locations shall be approved by IE and GOTN, HD. The adequacy of the vent size for all bridges shall be ascertained through detailed hydrological surveys and finalized in consultation with the IE and GOTN, HD. The Highest Flood Level / Maximum Supply Level shall be properly assessed after collecting flood histories from local authorities/ interviews with local residents / Irrigation authorities etc. Canal bridges shall be designed as per hydraulic requirements of irrigation department or concerned authorities. The construction plans shall be prepared as per closure schedule of canals. Approval of GAD from irrigation department or concerned authorities, as required shall be obtained by the Concessionaire. The cross drainage plan of the Project Highway shall be finalized in consultation with IE and GOTN, HD and additional culverts provided, if required. Table B-4: Major and Minor Bridges S.No Chainage (km) Name of River Crossing Proposed scheme Proposed span arrangement Segment I : From NH-45 to NH-4 1. Km 0.575 Vandalur Eri 2. Km 4.900 Adayar River -Do- 3. Km 11.55 Canal -Do- Separate Bridges for both Main Carriage Way and Service Roads 3 spans of 22.0m each 3 spans of 22.0m each Single span of 12.0m Segment II : NH-4 to NH-205 4. Km 26.300 Coovum River Separate Bridges for both Main Carriage Way and Service Roads 5 spans of 20.0m each 5. Km 28.150 Thandalar Lake -Do- Single span of 12.0m Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 19
4.8.2 Cross Drainage Structures The Concessionaire shall design the cross drainage structures in accordance with the Standards and Specifications set in Schedule-D. Construction of 23 slab culverts and 57 box culverts is the minimum requirement. In addition, a provision of 20 culverts shall be included in the Scope of Works, to be decided as per the site conditions during the Project Development period. The tentative locations of these structures are given in Table B-5, and the locations of these and the additional culverts shall be finalized in consultation with the IE and GOTN, HD. Table B-5: Cross drainage structures Segment I : From NH-45 to NH-4 S No Chainage Span/Size Type 1 Km 0.500 1 x 2.00 m Box culvert 2 Km 1.500 1 x 3.50 m Slab Culvert 3 Km 1.780 1 x 2.00 m Box Culvert 4 Km 1.960 1 x 2.00 m Box Culvert 5 Km 2.300 1 x 3.50 m Slab Culvert 6 Km 2.720 1 x 3.50 m Slab Culvert 7 Km 3.000 1 x 6.00 m Slab Culvert 8 Km 3.180 1 x 3.50 m Slab Culvert 9 Km 3.600 1 x 2.00 m Box Culvert 10 Km 4.240 1 x 2.00 m Box Culvert 11 Km 4.550 1 x 2.00 m Box Culvert 12 Km 5.110 1 x 3.50 m Slab Culvert 13 Km 5.160 1 x 2.00 m Box Culvert 14 Km 5.750 1 x 2.00 m Box Culvert 15 Km 6.190 1 x 2.00 m Box Culvert 16 Km 6.400 1 x 2.00 m Box Culvert 17 Km 6.620 1 x 2.00 m Box Culvert 18 Km 6.960 1 x 2.00 m Box Culvert 19 Km 7.070 1 x 2.00 m Box Culvert 20 Km 7.630 1 x 2.00 m Box Culvert 21 Km 8.170 1 x 3.50 m Slab Culvert 22 Km 8.720 1 x 2.00 m Box Culvert 23 Km 9.060 1 x 2.00 m Box Culvert Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 20
24 Km 9.250 1 x 3.50 m Slab Culvert 25 Km 9.940 1 x 2.00 m Box Culvert 26 Km 10.410 1 x 2.00 m Box Culvert 27 Km 10.870 1 x 3.50 m Slab Culvert 28 Km 11.260 1 x 3.50 m Slab Culvert 29 Km 11.950 1 x 2.00 m Box Culvert 30 Km 12.200 1 x 2.00 m Box Culvert 31 Km 12.540 1 x 3.50 m Slab Culvert 32 Km 12.850 1 x 2.00 m Box Culvert 33 Km 13.280 1 x 3.50 m Slab Culvert 34 Km 13.390 1 x 3.50 m Slab Culvert 35 Km 13.610 1 x 2.00 m Box Culvert 36 Km 14.440 1 x 3.50 m Slab Culvert 37 Km 14.670 1 x 3.50 m Slab Culvert 38 Km 14.750 1 x 3.50 m Slab Culvert 39 Km 14.930 1 x 2.00 m Box Culvert 40 Km 15.270 1 x 2.00 m Box Culvert 41 Km 15.550 1 x 2.00 m Box Culvert 42 Km 15.870 1 x 2.00 m Box Culvert 43 Km 16.050 1 x 2.00 m Box Culvert 44 Km 16.490 1 x 6.00 m Slab Culvert 45 Km 16.930 1 x 3.50 m Slab Culvert 46 Km 17.000 1 x 2.00 m Box Culvert 47 Km 17.310 1 x 2.00 m Box Culvert 48 Km 17.510 1 x 6.00 m Slab Culvert 49 Km 17.710 1 x 3.50 m Slab Culvert 50 Km 17.990 1 x 2.00 m Box Culvert 51 Km 18.270 1 x 3.50 m Slab Culvert 52 Km 18.490 1 x 2.00 m Box Culvert 53 Km 19.410 1 x 2.00 m Box Culvert 54 Km 19.490 1 x 2.00 m Box Culvert Segment II : NH-4 to NH-205 Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 21
55 Km 19.970 1 x 2.00 m Box Culvert 56 Km 20.090 1 x 2.00 m Box Culvert 57 Km 20.400 1 x 2.00 m Box Culvert 58 Km 20.600 1 x 2.00 m Box Culvert 59 Km 20.930 1 x 2.00 m Box Culvert 60 Km 21.220 1 x 2.00 m Box Culvert 61 Km 21.430 1 x 2.00 m Box Culvert 62 Km 21.830 1 x 2.00 m Box Culvert 63 Km 22.060 1 x 3.50 m Slab Culvert 64 Km 22.820 1 x 2.00 m Box Culvert 65 Km 23.060 1 x 2.00 m Box Culvert 66 Km 23.585 1 x 2.00 m Box Culvert 67 Km 23.860 1 x 2.00 m Box Culvert 68 Km 24.150 1 x 2.00 m Box Culvert 69 Km 24.460 1 x 2.00 m Box Culvert 70 Km 24.850 1 x 2.00 m Box Culvert 71 Km 25.010 1 x 2.00 m Box Culvert 72 Km 25.630 1 x 2.00 m Box Culvert 73 Km 25.950 1 x 2.00 m Box Culvert 74 Km 26.580 1 x 2.00 m Box Culvert 75 Km 26.810 1 x 3.50 m Slab Culvert 76 Km 27.260 1 x 2.00 m Box Culvert 77 Km 27.650 1 x 2.00 m Box Culvert 78 Km 28.500 1 x 2.00 m Box Culvert 79 Km 29.440 1 x 2.00 m Box Culvert 80 Km 29.600 1 x 2.00 m Box Culvert Provision for additional 20 culverts as per the site requirements to be included in the Scope of Works, to be decided by the GoTN, HD /TNRDC 4.8.3 Grade Separators There are six Grade separators to be provided by the Concessionaire along the Project Highway. Details and tentative locations of grade separators are furnished in Table B-6. The backfill in the approaches will be protected by providing reinforced earth/ RCC retaining walls. Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 22
1 2 3 4 5 6 Sl. No. Table B-6: Details of Grade Separators Location Interchange at NH- 45 with RoB* (km 0.000) Interchange at NH- 4 (Km 9.650) Flyover in Vandalur - Wallajahbad Road (km. 6.000) Flyover on Kodambakkam Sri Perumbudur Road (km 13.350) Flyover Span Arrangement (m) Total Width (m) Remarks 2 x 22 + 2 x 32 28 Main 10 x22 14 Ramp in main direction 2 x 22 + 1 x 40 Ramp on Chengalpattu 8.5 + 6 x 22 side 8 x 22 8.5 Ramp on Chennai side 33 x 22 8.5 Ramp on Kelambakkam side 1 x 40 + 8 x 22 12 -do- 4 x 32 + 4 x 22 16 Main Obligatory location 12 x 22 + 16 x 22 12 Main carriageway 1 x 32 + 9 x 22 8.5 NW side Clover leaf 1 x 32 + 9 x 22 8.5 SW side Clover leaf 7 x 20 + 22+26+22 + 7 x 20 7 x 20 + 22+26+22 + 7 x 20 2 x 13.5 2 x 13.5 Separate Bridges for each carriageway Separate Bridges for each carriageway 7 x 20 + 22+26+22 Separate Bridges for 2 x 13.5 (km 19.65 0) + 7 x 20 each carriageway Interchange at NH- 2 x 35 + 6 x 25 23 Main Viaduct Portion 205 with RoB* 21 x 20 8.5 Ramp Viaduct (km. 28.050 3 no.s of 6 x 25 8.5 Ramps * Part of these interchanges will pass through broad gauge railway tracks. The Concessionaire shall obtain clearances from Southern Railways in this regard and if necessary carry out suitable modifications to the layout and designs of the interchanges with approval of IE and GOTN, HD. 4.9 Underpasses 4.9.1. Vehicular underpasses The Concessionaire shall provide minimum five underpasses as given in Table B- 7. The length of these underpasses shall be adequate to accommodate six lane wide road with service road configurations. Any related ancillary works in this regard, which are required to be executed to ensure proper connectivity and elevations envisaged for the Project Highway shall be covered in the Scope of work under this Concession Agreement. Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 23
Sl. No. 1 2 3 4 5 Table B-7: Details of Vehicular Underpasses Location (km) Mudichur (Km. 4.450) Thirumudivakkam (Km. 14.450) Amadurmedu (Km. 25.050) To be specified by TNRDC as per site requirements To be specified by TNRDC as per site requirements Size (m) Clear Height Total Width (m) 1x 12 5.5 13.5 1x 12 5.5 13.5 1x 12 5.5 13.5 1x 12 5.5 13.5 1x 12 5.5 13.5 Type of Structure RC T-beams & RCC abutments RC T-beams & RCC abutments RC T-beams & RCC abutments RC T-beams & RCC abutments RC T-beams & RCC abutments 4.9.2 Pedestrian Underpasses The Concessionaire shall provide pedestrian underpasses as given in Table B-8. Table B-8 : List of Pedestrian Underpasses S. No Name of the Roads Chainage Name of the Village Segment I : From NH-45 to NH-4 1 Mud Road Km 1.350 Vandalur 2 Cart Track Km 2.675 Mannivakkam 3 BT Road Km 4.390 Mudichur 4 New Foot Path Km 4.700 Varadharajapuram 5 Mud Road Km 5.070 Varadharajapuram 6 New Foot Path Km 7.000 Near Kishkinta 7 Cart Track Km 7.340 Erumaiyur 8 Mud Road Km 9.600 Thirumudivakkam 9 SIDCO Estate Mud Road Km 10.985 Industrial Estate 10 Mud Road Km 12.500 Industrial Estate 11 Kodambakkam -Sriperumbudur Road Km 13.343 Kavanur 12 (WBM) to Malayambakkam Km 14.650 Malayambakkam Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 24
13 Mud Road Km 15.370 Malayambakkam 14 Mud Road Km 17.850 Nazarthpet 15 Mud Road (To Poonamallee) Km 18.235 Nazarthpet 16 Nazarthpet Village Road Km 18.830 Nazarthpet Segment - II : NH-4 to NH-205 17 Mud Road Km 19.865 Varadharajapuram 18 Mud Road Km 21.500 Udayavarkoil 19 Metalled Road Km 22.440 Kolappancheri 20 Mud Road Km 22.958 Vayalanallur 21 B.T Road Km 24.950 Vayalanallur 22 B.T. Road Km 26.450 Amadurmedu 23 B.T. Road Km 27.800 Amadurmedu 24 Mud Road Km 29.500 Nemelicheri 4.10. Drainage Measures The drains along the Project Highway shall be designed in accordance with the design standards set in Schedule D. The drainage plan shall be prepared by the concessionaire and approved from IE and GOTN, HD, and shall include, but not be limited to, the following: i) Unlined drains shall be provided at the toe of the main carriage ways on either side towards the PTC and, ii) Covered Pucca drains shall be provided at outer edges of service roads, along the Project Highway with proper connection to the outfall location. Chute drains along with kerbs and channel drains in high embankment (3m and above), and, iii) etc.) Covered pucca drains underneath the footpath (bus bays, truck laybys iv) Efficient drainage scheme shall be prepared for the 22m wide PTC to enable drainage of water from the PTC and enable protection of the main carriageways on either sides. 4.11. Slope Protection Measures The slope protection measures along the Project Highway shall be designed in accordance with the design standards set in Schedule D. 4.12. Traffic Signs and Pavement Markings Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 25
Traffic signs and pavement markings shall include roadside signs, overhead signs, kerb mounted signs and road marking along the Project Highway. The designs for traffic signs and pavement markings for the Project Highway shall be as per the design standards indicated in Schedule-D. The location for provision of traffic signs and pavement markings shall be finalized in consultation with the IE. 4.13. Lighting The lighting on the Project Highway shall be carried out for the entire length of the Project Highway, in accordance with the requirements for Urban Roads. The design of the lighting system on the Project Highway shall be as per the design standards set in Schedule D for urban stretches. 4.14. Light Emitting Diode (LED) LEDs shall be provided by the Concessionaire at intersections as per the design standards set in Schedule D. 4.15. Blinkers at Intersection Blinkers shall be provided by the Concessionaire at all major intersections as per design standards set in Schedule D. 4.16. Delineators and Guard Posts Delineators shall be provided at all Horizontal curves as per the design standards in Schedule D. Guard posts shall be provided on either side of the carriageway, as per the design standards indicated in Schedule D. 4.17. Safety Barriers 4.18. Studs Metal beam safety Barrier shall be provided on all outer periphery of curves with radius of 600 m and less. The barriers will also be provided on either side of the carriageways, at locations where the embankment height is greater than 3m, as per the design standards. Safety barriers shall be provided on the approaches of all minor and major bridges on both left and right sides as per design standards set in Schedule D. Road studs shall be provided by the Concessionaire at all curves on both carriageways, at median openings and at intersections as per the design standards spelt out in schedule D. 5. Guard Rail and Traffic Safety Devices The following shall be provided by the Concessionaire: Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 26
i) For the safety of pedestrian at the intersection / Junction, guard rails in GI pipe shall be provided. ii) Metal beam / Concrete Barriers shall be provided at locations of bridge approaches and high embankments (3m and more) and at curves having deflection angle more than 30 o. Metal beam barrier shall be of w- shape, in Fe 410 grade with single runner hot dip galvanized in 550 gm/sq.m. 6. Landscaping The finished road facility shall exhibit adequate landscaping of aesthetically pleasing view. Landscaping with shrubs shall be carried out in planter strips, as per IRC: SP-21. All the borrow areas used for the project shall be rehabilitated and landscaped. 7. Right of Way (RoW) Boundaries Right-of-Way (RoW) boundaries of the Project Highway shall be marked and demarcated by fixing RCC boundary pillars size 60 cm x 15 cm x 15 cm embedded in concrete (as per IRC) along the Project Highway at 100 m interval on both sides. At junctions and curves, the interval between boundary pillars will be reduced to 50m. All the components used in delineating road land boundary shall be aesthetically pleasing, sturdy and vandal proof. The road land boundary shall be demarcated in consultation with IE and GOTN, HD. In case of damages during maintenance period, these shall be replaced by the concessionaire at their cost. A system for the identification of chainages along the Project Highway shall be prepared in consultation with IE. 8. Pre-Construction Activities 8.1 Land Acquisition (LA) In case of additional land requirement, for the development of project highway, the same shall be acquired by the GOTN, HD. The cost of such land acquisition shall be borne by GOTN, HD. However the Concessionaire shall be involved pro-actively in this regard submitting relevant land acquisition proposals as per Tamil Nadu Highways Act 2001 and pursuing the matter with the concerned Government Departments. GOTN, HD shall provide all necessary administrative support in this regard. 8.2 Utility Shifting and Removal of Trees The project involves shifting of utilities and removal of trees within the Proposed RoW, and shall be the responsibility of the Concessionaire. The costs towards the same shall be borne by the concerned Government Departments / Agencies or GOTN, HD. The costs shall be based on estimates prepared by the respective Departments / Agencies as per the respective Schedule of Rates, applicable. Reimbursements, towards utility shifting and removal of trees shall be made to the Concessionaire, based on the above estimates. 8.3 Encroachment Removal Encroachments, if any, within the acquired ROW, shall be removed by the Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 27
Concessionaire at his own cost. GOTN, HD will provide administrative support in removal of the encroachments. 8.4 Rehabilitation & Resettlement For any Rehabilitation and Resettlement (R&R) issues arising out of the additional land acquisition, the GOTN, HD shall bear cost in this regard. However, Concessionaire shall proactively be involved for all related activities. 8.5. Environment An Environmental Impact Assessment (EIA) and Environmental Management Plan (EMP) for the Project Highway has been prepared by the GOTN, HD. The Concessionaire shall be responsible to follow and implement the environmental mitigation measures and environmental management plan for monitoring and implementation as proposed in EIA/EMP. The Project Highway is proposed to be an Urban Road. The requirements laid down in the MoEF notification (2006) for EIA requirements for Development Projects, does not include Urban Roads. The Project Highway is neither a National Highway nor a State Highway. Therefore, the Environmental Clearance requirements are not triggered for the Project Highway. The Concessionaire, during design, construction, operation and maintenance, shall conform to the environmental rules and regulations in force. As per Ministry of Environment and Forests Notification, New Delhi dated 14.01.1997 (and its further amendments), the construction of Rain water harvesting structure is mandatory in and around Water Crisis area, notified by the Central Ground Water Board/Tamil Nadu Water supply and Drainage Board (TWAD). Water Collected through drain should be diverted to available minor/major water bodies in consultation with IE. 8.6. Clearances to be Obtained The Concessionaire shall obtain all necessary clearances from all the concerned authorities required for implementing the project. GOTN, HD shall provide support in this regard. Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 28
SCHEDULE C (See Clause 2.1) PROJECT FACILITIES 1 Project Facilities The Concessionaire shall construct the Project Facilities described in this Annex- I to form part of the Six Lane Project Highway. The Project Facilities shall include: (a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) toll plaza(s); roadside furniture; Wayside Amenities; tree plantation; truck lay-bys; bus-bays and bus shelters; pedestrian facilities; administrative, operation and maintenance base camp; Site office for TNRDC; project laboratory; and, others 1. Highway Patrol vehicles and systems; ` 2. Facilities for emergency assistance, ambulance, crane, tow trucks 3. Advanced Traffic Management Systems (ATMS) Project Facilities for Six Lane Project Facilities forming part of the Project Highway and to be completed on or before the Project Completion Date have been described in Annex-I of this Schedule-C. Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 29
Annex - I (Schedule-C) PROJECT FACILITIES 1. General The following sections of this schedule indicate the details of amenities and facilities as situated on site; and minimum facilities to be provided on the Project Highway as part of the scope of work under this contract with an aim to cater to the envisaged demand till the end of the concession period. 2. Proposed Facilities 2.1 Toll Plaza Presently, toll plazas are not envisaged as the Project Highway is proposed to be developed on DBFOT Annuity basis. If felt necessary at a later date, development of Toll Plaza(s), in conformity to Schedule D, by the Concessionaire shall be taken up, on request from the GoTN, HD, during the Concession Period, as a change in scope of the Project Highway. 2.2 Way Side Amenities Way side amenities shall be provided at two locations by the Concessionaire in consultation with the IE and GOTN, HD. These shall have provisions for toilets, drinking water facilities and truck parking area, emergency health care facilities for accident victims. The location and layout plan of way side amenities shall be finalized in consultation with IE and GOTN, HD / TNRDC. 2.3 Truck Lay-bys The Concessionaire shall provide two Truck Lay-byes, with minimum provision for 50 trucks each, one on either side along the Project Highway. Lay-by shall be designed in the form of rectangle/trapezoidal area parallel and separated from the carriageway of the service road by a physical barrier. The parking lots shall be suitably landscaped. Basic facilities such as drinking water and toilets, with proper disposal system shall be provided at the lay-by location. The location and layout plan of truck lay-by shall be finalized in consultation with IE and GOTN, HD / TNRDC. 2.4 Bus Bays The Concessionaire shall provide a minimum of 50 bus bays along with bus stops (25 along each direction), along the Project Highway according to standards and specifications set forth in Schedule-D. The locations of these bus bays and the designs shall be finalized by the Concessionaire in consultation with the IE and GoTN, HD. Development of Chennai Outer Ring Road (ORR) on DBFOT Annuity basis in the State of Tamil Nadu 30