AN ISO 9001-2000 CERTIFIED COMPANY FOR CIVIL ENGINEERING CONSULTANCY Project Location Gotan Borunda Khejarla Bilara Sojat Project Map Gotan Borunda Khejarla Bilara Sojat Necessity of The Project This route Carries Heavy Mining and Industrial Traffic. A large number of lime, cement and chemical Industries nearly more than 100 are situated on this road. Besides this a large number lime stone quarries are also situated in the surroundings of this Road. The road caters for raw and finished lime product transportation. The area is agriculturally rich and improvement of this road will reduce the operation and maintenance cost of vehicles plying over this road. Study Objective Study Objective Development of the road as two laning with paved shoulder or earthen shoulder. Determining technical feasibility & financial viability. Development & Construction of project highway with project facilities, enhanced safety & Level of services. To ensure minimum adverse impact on local population, road users & environment . Phased development of project highway for improving its financial viability with minimum inconvenience to traffic if additional work are undertaken within 7 years. Work Done Till Date Work Done Till Date Reconnaissance Survey Completed Mobilization of Staff 7 Days Traffic demand assessment and classified Traffic Volume count work completed, Intersection volume count completed, Pedestrian crossing completed. Axle load Spectrum completed. Topographic, Alignment and Land use survey completed for 70km of project road. Bridge & road condition survey completed. Geotech, material, hydrology, drainage survey in progress Inspection of available records completed. Land Plan survey under preparation. Environment and social impact study in progress. Time Schedule for Submission Key Date No. Description of Deliverables Week No. KD1 Submission of Inception Report 1 KD2 Submission of Draft Detailed Project Report, Bidding Documents and land acquisition report 4 KD3 Approval of Final Detailed Project Report and Bidding Documents 6 KD4 Submission of required project clearances from the concerned agencies 8 KD5 Completion of project 104 Road Details Project Description • Project Road is Road from Gotan to Sojat Via Pundlu – Borunda • Project Road is having total length of 93 Kms. • Project Road length is 23 KM in district Nagour. • Project Road length is 58 KM in district Jodhpur & 12 KM in Pali Existing ROW 12 – 15 M 15 – 20 M 13 KM 80 KM Project Description contd.. Project Road passes through town villages as below : KM City / Village Name 0 Gotan 16 Pundlu 28 Borunda 36 Haria Dhana 41 Ransigaon 61 Kharia Meethapur 63 Bilara Predominant land use is agriculture. Structures are generally in good condition. Minor bridges and pipe culverts shall have to be reconstructed / widened. Flush Causeways will be replaced by Culverts. Bypass at Ransigaon-Hariadhana and pundlu are proposed. Construction of CC road in Borunda mining area and other water logged village portions. Physical Features Features Road Length (in KM) 93Km + 7.0km Extended loop to Khejarla + 6.0km Bypasses + 1.0 Geometrical Improvement of road Detail 107 Km Intersection 11 Minor Bridge 2 Causeway / Culverts Road Condition 49 Fair 38 Km Poor 50 Km Kuccha / damaged 5 KM Physical Features contd.. Formation Width Various from 10 M to 12 M Carriageway Width KM KM KM KM KM KM KM 0/0 – 22/0 22/0 – 26/0 26/0 – 45/0 45/0 – 53/0 53/0 – 62/0 62/0 – 63/0 63/0 – 93/0 5.5 M Kuccha/Damaged 3.75 M 5.5 M 3.75 M 7M 5.5 M Crust Thickness WBM GSB B.T. CBR 10.0% - 150 MM 300 MM to 230 MM 20mm PMC Linear Plan Linear Chart Photos ALIGNMENT THROUGH TOWN/VILLAGES The alignment passes through village GotanPundlu-Borunda-Hariadhana-Ransigaon-MurkasniJhaak-Khariameethapur-Bilara-Barna and Atpada. Bypass is proposed at Ransigaon. Road Geometrics Improvement proposed near village Pundlu and at road from Pundlu to Borunda. Road Alignment Gotan RAM NAGAR Village Pundlu Village Toll Plaza Borunda Road Geometrics Improvement Existing Length = 850m PUNDLU Existing Length = 225m Proposed Length = 525m Proposed Length = 105m Existing Road Proposed Road Road Geometrics Improvement Proposed Length = 515m Existing Length = 950m Existing Road Proposed Road BORUNDA Toll Plaza HARIADHANA RANSIGAON KHEJARLA MURKASNI RANSIGAON JHAAK RIVER RIVER Toll Plaza UDALIYAWAS KHARIAMEETHAPUR Proposed bypass at Ransigaon EXISTING PROPOSEDTRAFFIC TRAFFICFLOW FLOW Existing Length = 2470m Prop. Length = 1800m RANSIGAON Existing Length = 3130m Prop. Length = 2500m Existing Road Proposed Road KHARIAMEETHAPUR Bilara Bilara BARNA Toll Plaza ATBARA RUNDIYA MANDLA Toll Plaza RIVER Sojat RIVER Traffic Details Traffic Data Collection S. No. Traffic Count Stations Location 1 KM 1 – TVC – I Just after Gotan Town area 2 KM 20 – TVC II Pundlu 3 KM 45 – TVC III Ransigaon 4 KM 45 – TVC IV Khejrla 5 KM 65 – TVC – V Bilara Town Gotan to Borunda Vehicles Two Wheeler EquivaADT lent PCU PCU Factor 399 0.5 200 Auto Rickshaw 7 1 7 Car/Jeep/ Taxi 290 1 290 Buses 25 3 75 Truck < 5 Tonne 20 3 60 Truck > 5 Tonne 271 3 813 339 4.5 1526 52 4.5 234 301 4.5 1355 Cycle 84 0.5 42 Other/ Bullock Cart 16 8 128 Multi Axle Truck/ Trailer Tractor Excluding Agriculture Produce Tractor with Agriculture Produce 4730 Borunda to Khariameethapur Vehicles Two Wheeler EquivaADT lent PCU PCU Factor 1520 0.5 760 Auto Rickshaw 100 1 100 Car/Jeep/ Taxi 390 1 390 59 3 177 Truck < 5 Tonne 160 3 480 Truck > 5 Tonne 530 3 1590 211 4.5 950 280 4.5 1260 214 4.5 963 303 0.5 152 37 8 296 Buses Multi Axle Truck/ Trailer Tractor Excluding Agriculture Produce Tractor with Agriculture Produce Cycle Other/ Bullock Cart 7118 Khejarla to Khariameethapur Vehicles Two Wheeler EquivaADT lent PCU PCU Factor 637 0.5 319 Auto Rickshaw 40 1 40 Car/Jeep/ Taxi 172 1 172 28 3 84 Truck < 5 Tonne 5 3 15 Truck > 5 Tonne 43 3 129 123 4.5 554 120 4.5 540 160 4.5 720 202 0.5 101 14 8 112 Buses Multi Axle Truck/ Trailer Tractor Excluding Agriculture Produce Tractor with Agriculture Produce Cycle Other/ Bullock Cart 2786 Bilara to Sojat Vehicles Two Wheeler EquivaADT lent PCU PCU Factor 2011 0.5 1006 Auto Rickshaw 167 1 167 Car/Jeep/ Taxi 533 1 533 67 3 201 Truck < 5 Tonne 184 3 552 Truck > 5 Tonne 305 3 915 311 4.5 1400 118 4.5 531 152 4.5 684 230 0.5 115 20 8 160 Buses Multi Axle Truck/ Trailer Tractor Excluding Agriculture Produce Tractor with Agriculture Produce Cycle Other/ Bullock Cart 6264 Traffic Projections As per IRC-37:2001 7.5% increase in traffic per Annum As per Model Concession Agreement 6% increase in traffic per Annum For pavement design : CBR : 10% VDF : BUS 1.5 Truck 3.5 LCV 1.5 Hence for crust design purposes as per IRC-37:2001 S.No. Section MSA Total Pavement Thickness BC DBM WMM GSB 1. CBR 10% 20 565 40 75 250 200 Lane Capacity Standards Capacity Two Lane with 1.5m earthen shoulder Two Lane with 1.5m paved shoulder PCU/Day (Level of Services – B) PCU/Day (Level of Services – C) 15000 17500 18000 24000 Laning Requirement S. No. SECTION PCU 2010 PCU 2012 PCU 2017 PCU 2022 PCU 2027 PCU 2030 1 Gotan to Borunda 4730 5315 7113 9519 12738 15171 2 Borunda to Khariameethapur 7118 7998 10704 14325 19171 22832 3 Khejarla to Khariameethapur 2786 3130 4189 5604 7498 8931 4 Bilara to Sojat 6264 7038 9418 12603 16867 20089 Capacity of 2 lane with earthen shoulder exhausting in year 2023 in respect of Borunda to Khariameethapur, in year 2025 in respect Bilara to Sojat and year 2030 in respect to reach from Gotan to Borunda hence to two lane with paved Shoulder will be required. Design Standard for 2 Lane with Paved Shoulder S No. 1 2 3 4 5 6 7 Design Element Design Speed Ruling Minimum Number of traffic lanes Width of each lane carriageway Shoulder width Hard Earthen Cross fall Carriageway Earthen Shoulder Embankment Slope (H:V) Sight Distance Desirable Absolute Minimum Unit Proposed Design Standard as per the contract KM/h KM/h No. 100 80 2 m 3.5 m m 1.5 1.0 % % 2.5 4.0 2:01 m m 250 180 S No. 8 9 10 Unit Proposed Design Standard as per the contract Maximum Super Elevation % 5.0 Ruling minimum radius m 500 Absolute Minimum radius m 360 Radius beyond which super elevation is not required m 1800 Transition Curve Length m 0.0215 V3/ CR where V= design speed, R= radius of curve Ruling Gradient % 2.0 Maximum Gradient % 2.5 Minimum Length of Vertical Curve m 60 Design Element Horizontal Curves Vertical Alignment Toll Plaza Location of Proposed Toll Plazas Toll Station No. Location Tollable Length 1 Km 1 (At Gotan) 28 Km 2 Km 35 (At Borunda) 35 Km 3 Km 60 (At Khariameethapur) 27 Km 4 Km 70 (At Bilara) 30 Km 5 Km 93 (At Sojat) Cross Section of Road Cross Section of Road Cross Section of Road Project Viability Cost Estimate Particulars Amount (in lacs) A Construction of Road (I) BT Road (II) CC Road 8039.89 736.94 Total of A B C D E F Cost for CD work Utility Shifting Cost for Toll Plazas (5 nos) Cost for Truck Lay Byes Cost for Bus Shelters L-S 8776.83 1200.00 50.00 100.00 25.00 25.00 Base cost of A to F Land Acquisition @ 5% Escalation for the 2nd year @ 10% (Without LA) TP @ 10% (Without LA) Contingency @ 5% (Without LA) Quality control @ 1% (Without LA) Guarantee Commission to State Govt. (Without LA) 10176.83 508.84 1017.68 1017.68 508.84 101.77 101.77 Sub Total A&S Charges Application fee and front end fee IDCP 13433.41 1343.34 67.17 1333.83 Total Cost of Project 16177.75 Toll Realisation For Toll Realisation following exemption have been made Type of Traffic Percentage assumed excluding daily passes Presumed Tollable Traffic in % of Colume 2 Net Tollable Traffic 1 2 3 4 Tractors 30 90 27 Cars % Jeeps 70 85 59.5 Buses 70 95 66.5 Trucks < 5 T 70 95 66.5 Trucks > 5 T 70 97 67.9 Multi Axle Trucks 70 100 70 Of the net Tollable Traffic 85% Toll realisation has been assumed in the project viability calculation. Project Cost Repayment Project Cost 13433.41 Lac Construction Period 2 Year Toll Collection Period 18 Years 2 Months Concession Period 20 Years 2 Months