CHAPTER-0 EXECUTIVE SUMMARY Main Report Chapter 0- Executive Summary Package No. II Agra (Junction on NH-509 near Islam Nagar-Jalesar-Etah(Junction on NH-34 near Police line) EXECUTIVE SUMMARY 1 GENERAL The Ministry of Road Transport and Highways(MoRTH) has been entrusted with the assignment of Consultancy Services for feasibility study and preparation of Detailed Project Report for improvement and up-gradation of in principle declared National Highways in the State of Utter Pradesh for Two/Four lane with paved shoulder configuration. MoRTH now invites proposal from Technical consultants for carrying out detailed project report for proper structuring and implementation of projects on EPC/PPP mode of Junction NH 509 at Chn- 14+500Km in Agra Road in the State of Utter Pradesh. In order to fulfill the traffic needs and road safety requirement, MoRTH has appointed the M/s LN MALVIYA INFRA PROJECTS PVT LTD BHOPAL (MP) as consultants to Providing Consultancy Services for feasibility study and preparation of Detailed Project Report of Agra-Jelesar-Etah Road in the State of Utter Pradesh for up-gradation to Two Lanes with paved shoulder /Four lane configurations., the assignment for package no.-II. The road is taken into consideration in one sections: I. Section : Agra- Jelesar-Etah Road (ToR length Km 78 km) (Design Length – 78.150Km). 2 OBJECTIVES o The main objective of the consultancy service is to establish the technical, economical, and financial viability of the project and prepare detailed project reports for rehabilitation and upgrading of the existing road to 2/4 lane configuration. o The viability of the project shall be established taking into account the requirements with regard L. N. Malviya Infra Projects Pvt. Ltd. Page | 1 Main Report Chapter 0- Executive Summary Package No. II Agra (Junction on NH-509 near Islam Nagar-Jalesar-Etah(Junction on NH-34 near Police line) to rehabilitation, upgrading and improvement based on highway design, pavement design, provision of service roads wherever necessary, type of intersections, rehabilitation and widening of existing and/or construction of new bridges and structures, road safety features, quantities of various items of works and cost estimates and economic analysis. o The Detailed Project Report would inter-alia include detailed highway design, design of pavement and overlay with options for flexible or rigid pavements, design of bridges and cross drainage structures and grade separated structures, design of service roads, quantities of various items, detailed working drawings, detailed cost estimates, economic and financial viability analyses, environmental and social feasibility, social and environmental action plans as appropriate and documents required for tendering the project on commercial basis for international / local competitive bidding. o The DPR consultant should ensure detailed project preparation incorporating aspects of value engineering, quality audit and safety audit requirement in design and implementation. 3 SCOPE OF SERVICES The scope of consultancy services includes: Engineering Surveys and Investigations. Highway Design. Environmental Impact Assessment. Estimation of Project Cost. Economic Analysis. Preparation of Feasibility study Report and Detailed Project Report. Submission of Deliverables. 4 APPROACH AND METHODOLOGY The consultant’s approach towards the approach is in accordance to the TOR in lines with the project objectives. The prescribed engineering surveys and investigations have been carried out on the Project Road conforming to MORTH/IRC/BIS Specifications/Codes as per TOR to generate adequate database for preparing the most proposal for the rehabilitation and upgrading of the existing National Highway. 5 START AND END POINT The Project Corridor Agra-Jalesar-Etah Road is in principle declared NH & connecting link between Agra-Jalesar-Etah which is in the Uttar Pradesh State). The project road starts from Agra Aligarh NH- 509 at CH-14+500 at Tedhi Bagiya village and terminating at Junction at Etah Police Line on NH-34. 6 TERRAIN Most of the project road passes through plain terrain. L. N. Malviya Infra Projects Pvt. Ltd. Page | 2 Main Report Chapter 0- Executive Summary Package No. II Agra (Junction on NH-509 near Islam Nagar-Jalesar-Etah(Junction on NH-34 near Police line) 7 REFERENCING SYSTEM Along the existing road, Kilometer stones are existing in entire length of the project highway. It is called the “Existing Chainage”. During topography survey with Lidar, observations made are referred to “Design Chainage”. The relationship between the “Existing Chainage” and the “Design Chainage” as per field surveys of the location of existing km stones using the Lidar for the “Project Highway”, Design Chainage corresponding to existing chainage.(The existing length of project road is 78.332 km and design length of project is 78.150 km.) DESIGN CHAINAGE CORRESPONDING TO EXISTING CHAINAGE Sr. No. Existing Chainage Design Chainage Remarks 1 0+000 0+060 Start 2 1+000 0+940 3 2+000 1+940 4 3+000 2+940 5 4+000 3+940 6 5+000 4+940 7 6+000 5+940 8 7+000 6+940 9 8+000 7+940 10 9+000 8+940 11 10+000 9+940 12 11+000 10+940 13 12+000 11+940 14 13+000 12+940 15 14+000 13+940 16 15+000 14+940 17 16+000 15+940 18 17+000 16+940 19 18+000 17+940 20 19+000 18+940 21 20+000 19+940 22 21+000 20+940 23 22+000 21+940 24 23+000 22+940 25 24+000 23+940 26 25+000 24+940 27 26+000 25+940 28 27+000 26+930 29 28+000 27+930 30 29+000 28+930 L. N. Malviya Infra Projects Pvt. Ltd. Page | 3 Main Report Chapter 0- Executive Summary Package No. II Agra (Junction on NH-509 near Islam Nagar-Jalesar-Etah(Junction on NH-34 near Police line) Sr. No. Existing Chainage Design Chainage Remarks 31 30+000 29+930 32 31+000 30+930 33 32+000 31+930 34 33+000 32+930 35 34+000 33+930 36 35+000 34+930 37 36+000 35+930 38 37+000 36+920 39 38+000 37+920 40 39+000 38+920 41 40+000 39+920 42 41+000 40+920 43 42+000 41+910 44 43+000 42+910 45 44+000 43+900 46 45+000 44+890 47 46+000 45+890 48 47+000 46+880 49 48+000 47+880 50 49+000 48+880 51 50+000 49+880 52 51+000 50+880 53 52+000 51+875 54 53+000 52+870 55 54+000 53+860 56 55+000 54+860 57 56+000 55+850 58 57+000 56+850 59 58+000 57+850 60 59+000 58+850 61 60+000 59+830 62 61+000 60+830 63 62+000 61+830 64 63+000 62+830 65 64+000 63+830 66 65+000 64+830 67 66+000 65+830 68 67+000 66+830 69 68+000 67+830 70 69+000 68+830 71 70+000 69+830 72 71+000 70+830 L. N. Malviya Infra Projects Pvt. Ltd. Page | 4 Main Report Chapter 0- Executive Summary Package No. II Agra (Junction on NH-509 near Islam Nagar-Jalesar-Etah(Junction on NH-34 near Police line) Sr. No. Existing Chainage Design Chainage Remarks 73 72+000 71+830 74 73+000 72+830 75 74+000 73+830 76 75+000 74+830 77 76+000 75+830 78 77+000 76+830 79 78+000 77+830 80 78+332 78+175 End 8 ROAD INVENTORY The project corridor traverses mostly through plain terrain. The land use is predominantly agricultural with intermittent built up areas. The two / four lane carriageway is having a width of 7.0-8.0m. The earthen shoulder width generally varies from1.0-1.5 m on either side. The type of shoulder is earthen or hard excluding the urban areas. The details of existing carriageway width are given in Table E-1. Table E-1: Details of Existing Carriageway Width Width of Existing Chainage (km) Length S.No. Lane Configuration Carriage way Type (km) From To (m) 1 0.000 1.000 1.000 Two 6.8 B.T 2 1.000 2.000 1.000 Two 5.6 B.T 3 2.000 3.000 1.000 Two 5.4 B.T 4 3.000 4.000 1.000 Two 5.5 B.T 5 4.000 5.000 1.000 Two 5.6 B.T 6 5.000 6.000 1.000 Two 5.6 B.T 7 6.000 7.000 1.000 Two 5.5 B.T 8 7.000 8.000 1.000 Two 5.4 G.R 9 8.000 9.000 1.000 Two 5.6 B.T 10 9.000 10.000 1.000 Two 5.5 B.T 11 10.000 11.000 1.000 Two 5.6 U/C 12 11.000 12.000 1.000 Two 5.6 U/C 13 12.000 13.000 1.000 Two 5.5 B.T 14 13.000 14.000 1.000 Two 5.4 B.T L. N. Malviya Infra Projects Pvt. Ltd. Page | 5 Main Report Chapter 0- Executive Summary Package No. II Agra (Junction on NH-509 near Islam Nagar-Jalesar-Etah(Junction on NH-34 near Police line) Width of Existing Chainage (km) Length S.No. Lane Configuration Carriage way Type (km) From To (m) 15 14.000 15.000 1.000 Two 5.5 B.T 16 15.000 16.000 1.000 Two 5.6 B.T 17 16.000 17.000 1.000 Two 5.4 B.T 18 17.000 18.000 1.000 Two 5.5 B.T 19 18.000 19.000 1.000 Two 5.6 B.T 20 19.000 20.000 1.000 Two 5.4 B.T 21 20.000 21.000 1.000 Two 5.6 B.T 22 21.000 22.000 1.000 Two 5.6 B.T 23 22.000 23.000 1.000 Two 5.5 B.T 24 23.000 24.000 1.000 Two 5.6 B.T 25 24.000 25.000 1.000 Two 5.5 B.T 26 25.000 26.000 1.000 Two 6.8 B.T 27 26.000 27.000 1.000 Two 6.8 B.T 28 27.000 28.000 1.000 Two 6.8 B.T 29 28.000 29.000 1.000 Two 6.8 B.T 30 29.000 30.000 1.000 Two 6.8 B.T 31 30.000 31.000 1.000 Two 6.8 B.T 32 31.000 32.000 1.000 Two 6.8 B.T 33 32.000 33.000 1.000 Two 6.8 B.T 34 33.000 34.000 1.000 Two 6.8 B.T 35 34.000 35.000 1.000 Two 6.8 B.T 36 35.000 36.000 1.000 Two 6.8 B.T 37 36.000 37.000 1.000 Two 6.8 B.T 38 37.000 38.000 1.000 Two 6.8 B.T 39 38.000 39.000 1.000 Two 7 B.T 40 39.000 40.000 1.000 Two 5.5 B.T 41 40.000 41.000 1.000 Two 5.5 B.T 42 41.000 42.000 1.000 Two 5.5 B.T 43 42.000 43.000 1.000 Two 5.5 B.T 44 43.000 44.000 1.000 Two 5.5 B.T 45 44.000 45.000 1.000 Two 5.5 B.T 46 45.000 46.000 1.000 Two 5.5 B.T 47 46.000 47.000 1.000 Two 5.5 B.T 48 47.000 48.000 1.000 Two 5.5 B.T 49 48.000 49.000 1.000 Two 5.5 B.T 50 49.000 50.000 1.000 Two 5.5 B.T L.