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Volume II Appendix Consultancy Services for Preparation of Feasibility Report for Two- laning of Km. 0+000 to Km. 42+000 of SH-39 comprising the section from Beawar-Gulabpura (Highway-II) (Pkg-12) in the State of Rajasthan FINAL FEASIBILITY REPORT FEBRUARY - 2016 FEB-2016 PCPL Volume II Appendix •CENTRO DE ESTUDIOS DE MATERIALS Y CONTROL DE OBRA,S.A. •AVANZA ENGINEERING PVT.LTD. •PIONEER INFRA CONSULTANTS PVT. LTD. Office Address : D – 75, Near BSNL Office, Vaishali Nagar, Jaipur – 302021 PUBLIC WORKS DEPARTMENT Consultancy Services for Preparation of Feasibility Report of Two-laning of Government of Rajasthan Km. 0 to Km. 42 of SH-39 comprising the section from Beawar- Gulabpura Executive Summary (the “Highway-II”) Package 12 Final Feasibility Report EXECUTIVE SUMMARY E-1 INTRODUCTION This Final Feasibility Report (FFR) is submitted in accordance with the requirements of ToR of the study ‘Consultancy services for preparation of feasibility report of Two-Laning of km 0.000 to km 42.300 (Design length km 0.000 to km 41.982) of SH-39 comprising the section from Beawar-Gulabpura (the “Highway II”) Package – 12 initiated by Rajasthan PWD, PPP division and assigned to CEMOSA AVANZA PCPL CONSORTIUM. Govt. of Rajasthan has announced development of 20,000 Kms highways during next 5 years. Projects and schemes are being identified for implementation. This is the 8th (KD8) of 9 required deliverables, earlier 7 reports – Inception Report, Supplementary Inception Report, Report on Alignment and First Traffic Survey, Report on Land Plan Schedule and Utility Relocation, Report on Indicative GAD of Structures, Report on Environment, Social Impact Assessment and Draft Feasibility Report have been submitted. E-2 DESCRIPTION OF PROJECT ROAD E-2.1 General Project Road starts from Beawarat junction of NH-8 (km stone 58+187), (km stone 3+180 of SH-39) and ends km stone 45+322 of SH-39atBijaynagar (nearGulabpura) on NH-79 Junction in Ajmer District in the state of Rajasthan. The Project Road passes through important Villages/towns like Bayla, ShivpuraGhata, Ratanpura, Badka, Badiya, Ramgarh, Hanutiya, Berukheda, Sootikhera, Asan and ends at NH-79. The Total length of this road is 42.3 kms. Beawar Gulabpura CEMOSA AVANZA PCPL CONSORTIUM Page 1 of 6 PUBLIC WORKS DEPARTMENT Consultancy Services for Preparation of Feasibility Report of Two-laning of Government of Rajasthan Km. 0 to Km. 42 of SH-39 comprising the section from Beawar- Gulabpura Executive Summary (the “Highway-II”) Package 12 Final Feasibility Report E-2.2 Terrain The terrain along the highway is plain/rolling; except a short stretch of ShivpuraGhata, wherehilly terrain is observed. E-2.3 Right of Way The width of existing right of way (ROW) varies from 8m to 24m.The development along the road has been uncontrolled. Therefore, at certain locations encroachment within ROW has been observed in the form of shops, hotels, Dhabas and various other commercial establishments. E-2.4 Existing Alignment The existing roadgeometry by large satisfies thecodal requirements of IndianRoads Congress. There are few sharp curves which needto be re-designed for 80/100 KMPH.The alignment has been studied, based on physical features and other Constraints at site viz. Land acquisition, utilities, construction activities, presence of religious structures etc.It has been observed that BSNL Optical Fibre Cable (O.F.C.) is running along the road alignment. Indian Oil Corporation Limited’s (IOCL’s) Petroleum Line also crosses the Project Road at one location at Ex. Ch. Km 3+600. E-2.5 Existing Carriageway Intermediate lane &single lane carriageway with 0.5m to 2.0m earthen shoulder exists at various sections of the project road. Sl. No. Description Length (Km) 1 3.8m wide carriageway with 1.5m Earthen shoulder 0.500 2 5.5m wide carriageway with 1.5m to 2.0m Earthen shoulder 13.300 3 7.0m wide carriageway with 1.5m to 2.0m Earthen shoulder 28.500 Total 42.300 E-2.6 Existing Pavement Pavement Composition: The existing pavement consists of bituminous layers, WBM and granular sub base. The minimum existing thickness excluding sub grade is about 50mm BT- 200mm (WMM/WBM). Entire length of the road has bituminous surface except (built up sections). 15% of project road length is in good condition,67% in fair condition and 18 % in poor condition. E-2.7 Settlements The Project Road passes through important Villages/towns like Bayla, ShivpuraGhata, Ratanpura, Badka-Badiya, Ramgarh, Hanutiya, Bherukheda, Sootikhera and Asan. E-2.8 Culverts There are 27 slab culverts, 6 to be retained, 3 to be widened and 18 to be reconstructed. Out of 44 pipe culverts, 17 to be retained, 5 to be widened, and 22 are to be reconstructed. CEMOSA AVANZA PCPL CONSORTIUM Page 2 of 6 PUBLIC WORKS DEPARTMENT Consultancy Services for Preparation of Feasibility Report of Two-laning of Government of Rajasthan Km. 0 to Km. 42 of SH-39 comprising the section from Beawar- Gulabpura Executive Summary (the “Highway-II”) Package 12 Final Feasibility Report There are 10 Scuppers along in hilly section from existing chainage km 8+000 to 15+000 along the project road. All the scuppers are in fair condition so they are proposed for retained. E-2.9 Bridges There is no major bridge in the entire stretch of the project Highway. Four numbers of minor bridges exist on the Project Road at the following locations: 1) In Km 07 at existing chainage 6.300 2) In Km 14 at existingchainage 13.800 3) In Km 29 at existingchainage 28.130 4) In Km 37 at existing chainage 36.521 E-2.10 Causeways One causeway with 9m lengthexistsat Km12+027. Proposal for replacement with Twin cell Box culvert (2x3x2m) is made in “Improvements proposals”. E-2.11 Flyovers/Underpasses No RUB, ROB and at-grade railway level crossing exists on the Project Highway. E-2.12 Bypasses There are no congested villages/Towns in Project Highway which may require construction of Bypass as sufficient ROW is available. E-3 SURVEY AND INVESTIGATION E-3.1 Topographic Survey Detailed Topographical Survey to generate Digital Terrain Model of the defined Project Highway has been done. Main control points by DGPS,Subsidiary control points by Total Station and height control by Digital Level are established. E-3.2 Soil, Pavement Investigation In field investigation for existing sub-grade, test pits of size 1.0 m x 1.0 m were excavated up to the sub-grade level. The general observations noted during the field investigation at each test pit are reported below. Details of pavement composition Visual identification of sub-grade soil Field dry density (FDD) of the sub-grade with Core cutter method Field moisture content (FMC) FDD & FMC The FDD and FMC values vary from 1.76 to 1.84 g/cc and 4.1 to 6.6 % respectively. Laboratory Tests on Existing Sub-grade (Main Carriageway) The following laboratory tests were carried out on the disturbed soil samples of test pits. Particle size analysis CEMOSA AVANZA PCPL CONSORTIUM Page 3 of 6 PUBLIC WORKS DEPARTMENT Consultancy Services for Preparation of Feasibility Report of Two-laning of Government of Rajasthan Km. 0 to Km. 42 of SH-39 comprising the section from Beawar- Gulabpura Executive Summary (the “Highway-II”) Package 12 Final Feasibility Report Liquid Limit and Plasticity Index CBR test in 4 days (96 hours) soaked conditions at three energy levels corresponding to 10, 35 & 65 blows of heavy compaction rammer. The CBR varies from 12.5 % to 14.4 %. Existing Pavement Composition The existing pavement crust consists of bituminous layers, granular layers and sub-grade soil. Total thickness of the flexible section of the pavement varies from 180mm to 300mm. The thickness of bituminous surface varies from 20mm to 100mm. Pavement Deflection and sub grade strength: The BBD values vary between 1.560 mm to 2.474mm deflection along the Project Highway. E-4 TRAFFIC ANALYSIS The primary traffic surveys were conducted in November 2014, April and May 2015. The data collected have been analysed. The ADT, AADT, tollable and non-tollable traffic was calculated. E-4.1 Homogeneous Section Section From En-route To Length Section-1 Beawar BadkaBadiya Ramgarh 22.000 Kms Section-2 Ramgarh Bherukheda Gulabpura 20.300 Kms Tollable traffic Non-tollable traffic Total traffic Section (PCUs) (PCUs) (PCUs) Km 14.000 2063 915 2978 Km 35.000 3871 959 4830 E-5 IMPROVEMENT PROPOSALS E-5.1 Road Works E-5.1.1 Land Acquisition Land Acquisition is taken for 16m ROW in rural section (open area) and 12m in urban section (habitation area). E-5.1.2 Widening Scheme Existing project road has Single lane/Intermediate lane/Two lane configuration carriageway and two lanes with granular shoulder is proposed. E-5.1.3 Pavement Design Design period is taken for Improvement proposal for Highway is 08 Years for (wearing course) and 15 years for (Base & Sub-base course) Design Traffic for 08 years is 10 MSA at 12% CBR that pavements should be designed; as per IRC: 37-2012. Bituminous Overlaycalculations carried out as per IRC-81:1997, the stretches of the project CEMOSA AVANZA PCPL CONSORTIUM Page 4 of 6 PUBLIC WORKS DEPARTMENT Consultancy Services for Preparation of Feasibility Report of Two-laning of Government of Rajasthan Km. 0 to Km. 42 of SH-39 comprising the section from Beawar- Gulabpura Executive Summary (the “Highway-II”) Package 12 Final Feasibility Report road recommended for strengthening of existing pavement are to be overlaid, the test results of projected highway vary between 1.56mm to 2.474mm (characteristic deflection) E-5.1.4 Regarding of Stretches Vertical Profile at ShivpuraGhata section has been redesigned to ensure 7% gradient (the existing 10% gradient).
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