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- Development of - Rajasthan State Road Development

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Presentation on theme: "- Development of - Rajasthan State Road Development"— Presentation transcript:

1 - Development of - Rajasthan State Road Development
& Construction Corporation Ltd. - Development of - Gotan-Pundlu-Borunda-Ransigaon- Khariameethapur-Bilara-Sojat Road BLG Construction Services (P) Ltd AN ISO CERTIFIED COMPANY FOR CIVIL ENGINEERING CONSULTANCY

2 Project Location Gotan Borunda Khejarla Bilara Sojat

3 Project Map Gotan Borunda Khejarla Bilara Sojat

4 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.

5 Study Objective

6 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.

7 Work Done Till Date

8 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.

9 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

10 Road Details

11 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

12 Project Description contd..
Project Road passes through town villages as below : KM City / Village Name 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.

13 Physical Features Features Detail Road Length (in KM)
93Km + 7.0km Extended loop to Khejarla + 6.0km Bypasses Geometrical Improvement of road 107 Km Intersection 11 Minor Bridge 2 Causeway / Culverts 49 Road Condition Fair 38 Km Poor 50 Km Kuccha / damaged 5 KM

14 Physical Features contd..
Formation Width Various from 10 M to 12 M Carriageway Width KM 0/0 – 22/ M KM 22/0 – 26/0 Kuccha/Damaged KM 26/0 – 45/ M KM 45/0 – 53/ M KM 53/0 – 62/ M KM 62/0 – 63/0 7 M KM 63/0 – 93/ M Crust Thickness WBM MM GSB MM to 230 MM B.T mm PMC CBR 10.0%

15 Linear Plan

16 Linear Chart

17 Starting Point at Gotan Intersection at Dhanapa
Photos Starting Point at Gotan Pipe Culvert Kacha Track in Mining Area Borunda Flush Causeway Intersection at Dhanapa

18 ALIGNMENT THROUGH TOWN/VILLAGES
The alignment passes through village Gotan-Pundlu-Borunda-Hariadhana-Ransigaon-Murkasni-Jhaak-Khariameethapur-Bilara-Barna and Atpada. Bypass is proposed at Ransigaon. Road Geometrics Improvement proposed near village Pundlu and at road from Pundlu to Borunda.

19 Road Alignment

20 GOTAN TO BORUNDA Gotan Borunda Total Length - 28KM To Merta To Merta
RAM NAGAR Village Dhanapa Crossing To Jodhpur Pundlu Village Toll Plaza Basni Sejan Crossing Borunda

21 Road Geometrics Improvement
Existing Length = 850m PUNDLU Existing Length = 225m Proposed Length = 525m Proposed Length = 105m Existing Road Proposed Road

22 Road Geometrics Improvement
Proposed Length = 515m Existing Length = 950m Existing Road Proposed Road

23 BORUNDA TO KHEJARLA BORUNDA (VIA: RANSIGAON) (LENGTH - 27KM) RANSIGAON
To MERTA N To PIPAR Toll Plaza HARIADHANA To SH-21 RANSIGAON To PIPAR To KHARIYA METHAPUR To GAHNAMAGARA VILLAGE KHEJARLA

24 RANSIGAON TO KHARIAMEETHAPUR (LENGTH - 20KM) RANSIGAON KHARIAMEETHAPUR
MURKASNI RANSIGAON N JHAAK RIVER RIVER Toll Plaza UDALIYAWAS To JAIPUR NH 112 To JODHPUR NH 112 KHARIAMEETHAPUR

25 Proposed bypass at Ransigaon
TO BORUNDA Existing Length = 2470m PROPOSED TRAFFIC FLOW EXISTING TRAFFIC FLOW Prop. Length = 1800m TO kHEJARLA RANSIGAON Existing Length = 3130m Prop. Length = 2500m TO KHARIAMEETHAPUR Existing Road Proposed Road

26 KHARIAMEETHAPUR TO BILARA
To JAIPUR (LENGTH - 3KM) KHARIAMEETHAPUR N NH 112 To JODHPUR NH 112 To JAITARAN Bilara To SOJAT To NH-14

27 BILARA TO SOJAT Bilara (LENGTH - 30KM) Sojat TO DEORIA VILLAGE
CHOPARA FEEDER TO HARSH VILLAGE Bilara BARNA (LENGTH - 30KM) TO DEOLI KALAN Toll Plaza N ATBARA TO CHITERYA VILLAGE RUNDIYA TO BOYAL MANDLA SH 62 SH 58 Toll Plaza RIVER Sojat NH 14 RIVER

28 Traffic Details

29 Traffic Count Stations
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

30 Equiva-lent PCU Factor
Gotan to Borunda Vehicles ADT Equiva-lent PCU Factor PCU Two Wheeler 399 0.5 200 Auto Rickshaw 7 1 Car/Jeep/ Taxi 290 Buses 25 3 75 Truck < 5 Tonne 20 60 Truck > 5 Tonne 271 813 Multi Axle Truck/ Trailer 339 4.5 1526 Tractor Excluding Agriculture Produce 52 234 Tractor with Agriculture Produce 301 1355 Cycle 84 42 Other/ Bullock Cart 16 8 128 4730

31 Equiva-lent PCU Factor
Borunda to Khariameethapur Vehicles ADT Equiva-lent PCU Factor PCU Two Wheeler 1520 0.5 760 Auto Rickshaw 100 1 Car/Jeep/ Taxi 390 Buses 59 3 177 Truck < 5 Tonne 160 480 Truck > 5 Tonne 530 1590 Multi Axle Truck/ Trailer 211 4.5 950 Tractor Excluding Agriculture Produce 280 1260 Tractor with Agriculture Produce 214 963 Cycle 303 152 Other/ Bullock Cart 37 8 296 7118

32 Equiva-lent PCU Factor
Khejarla to Khariameethapur Vehicles ADT Equiva-lent PCU Factor PCU Two Wheeler 637 0.5 319 Auto Rickshaw 40 1 Car/Jeep/ Taxi 172 Buses 28 3 84 Truck < 5 Tonne 5 15 Truck > 5 Tonne 43 129 Multi Axle Truck/ Trailer 123 4.5 554 Tractor Excluding Agriculture Produce 120 540 Tractor with Agriculture Produce 160 720 Cycle 202 101 Other/ Bullock Cart 14 8 112 2786

33 Equiva-lent PCU Factor
Bilara to Sojat Vehicles ADT Equiva-lent PCU Factor PCU Two Wheeler 2011 0.5 1006 Auto Rickshaw 167 1 Car/Jeep/ Taxi 533 Buses 67 3 201 Truck < 5 Tonne 184 552 Truck > 5 Tonne 305 915 Multi Axle Truck/ Trailer 311 4.5 1400 Tractor Excluding Agriculture Produce 118 531 Tractor with Agriculture Produce 152 684 Cycle 230 115 Other/ Bullock Cart 20 8 160 6264

34 Total Pavement Thickness
Traffic Projections As per IRC-37: % 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

35 PCU/Day (Level of Services – B) PCU/Day (Level of Services – C)
Lane Capacity Standards Capacity PCU/Day (Level of Services – B) PCU/Day (Level of Services – C) Two Lane with 1.5m earthen shoulder 15000 17500 Two Lane with 1.5m paved shoulder 18000 24000

36 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.

37 Proposed Design Standard as per the contract
Design Standard for 2 Lane with Paved Shoulder S No. Design Element Unit Proposed Design Standard as per the contract 1 Design Speed Ruling KM/h 100 Minimum 80 2 Number of traffic lanes No. 3 Width of each lane carriageway m 3.5 4 Shoulder width Hard 1.5 Earthen 1.0 5 Cross fall Carriageway % 2.5 Earthen Shoulder 4.0 6 Embankment Slope (H:V) 2:01 7 Sight Distance Desirable 250 Absolute Minimum 180

38 Proposed Design Standard as per the contract
S No. Design Element Unit Proposed Design Standard as per the contract 8 Horizontal Curves Maximum Super Elevation % 5.0 Ruling minimum radius m 500 Absolute Minimum radius 360 Radius beyond which super elevation is not required 1800 9 Transition Curve Length V3/ CR where V= design speed, R= radius of curve 10 Vertical Alignment Ruling Gradient 2.0 Maximum Gradient 2.5 Minimum Length of Vertical Curve 60

39 Toll Plaza RSRDC

40 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) To make Toll realization realistic and to facilitate public of this area the entire road has been divided into 4 Toll Zones. The Toll Plazas do not fall with in 10 Km Municipal Area The Toll collected at one of the plazas will be verified at the other one.

41 Cross Section of Road

42 Cross Section of Road

43 Cross Section of Road

44 Project Viability

45 Cost Estimate Particulars Amount (in lacs) Total Cost of Project
Particulars Amount (in lacs) A Construction of Road (I) BT Road (II) CC Road 736.94 Total of A B Cost for CD work C Utility Shifting 50.00 D Cost for Toll Plazas (5 nos) 100.00 E Cost for Truck Lay Byes 25.00 F Cost for Bus Shelters L-S Base cost of A to F Land 5% 508.84 Escalation for the 2nd 10% (Without LA) 10% (Without LA) 5% (Without LA) Quality 1% (Without LA) 101.77 Guarantee Commission to State Govt. (Without LA) Sub Total A&S Charges Application fee and front end fee 67.17 IDCP Total Cost of Project

46 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 95 66.5 Trucks < 5 T Trucks > 5 T 97 67.9 Multi Axle Trucks 100 Of the net Tollable Traffic 85% Toll realisation has been assumed in the project viability calculation.

47 Project Cost Repayment
Lac Construction Period 2 Year Toll Collection Period 18 Years 2 Months Concession Period 20 Years 2 Months Project is viable

48 THANKS


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