Gotan Bilara Borunda Sojat Khejarla Project Location.

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Transcript of Gotan Bilara Borunda Sojat Khejarla Project Location.

Page 1: Gotan Bilara Borunda Sojat Khejarla Project Location.
Page 2: Gotan Bilara Borunda Sojat Khejarla Project Location.

GotanGotan

BilaraBilara

BorundaBorunda

SojatSojat

KhejarlaKhejarla

Project LocationProject Location

Page 3: Gotan Bilara Borunda Sojat Khejarla Project Location.

GotanGotan

BilaraBilara

BorundaBorunda

SojatSojat

KhejarlaKhejarla

Project MapProject Map

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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.

Necessity of The ProjectNecessity of The Project

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Study ObjectiveStudy Objective

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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.

Study ObjectiveStudy Objective

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Work Done Till DateWork Done Till Date

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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.

Work Done Till DateWork Done Till Date

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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

Time Schedule for Submission Time Schedule for Submission

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Road DetailsRoad Details

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• 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 ROW12 – 15 M 15 – 20 M

13 KM 80 KM

Project DescriptionProject Description

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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.

KM City / Village Name

0 Gotan

16 Pundlu

28 Borunda

36 Haria Dhana

41 Ransigaon

61 Kharia Meethapur

63 Bilara

Project Road passes through town villages as below :

Project Description contd..Project Description contd..

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Features DetailRoad Length (in KM)93Km + 7.0km Extended loop to Khejarla + 6.0km Bypasses + 1.0 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

Physical FeaturesPhysical Features

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Formation Width Various from 10 M to 12 MCarriageway Width KM 0/0 – 22/0 5.5 M KM 22/0 – 26/0 Kuccha/Damaged KM 26/0 – 45/0 3.75 M KM 45/0 – 53/0 5.5 M KM 53/0 – 62/0 3.75 M KM 62/0 – 63/0 7 M KM 63/0 – 93/0 5.5 MCrust Thickness WBM - 150 MM GSB - 300 MM to 230 MM B.T. - 20mm PMCCBR 10.0%

Physical Features contd..Physical Features contd..

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Linear PlanLinear Plan

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Linear ChartLinear Chart

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PhotosPhotos

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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.

ALIGNMENT THROUGH TOWN/VILLAGES

ALIGNMENT THROUGH TOWN/VILLAGES

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Road AlignmentRoad Alignment

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N

Gotan

Borunda

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Road Geometrics Improvement

Road Geometrics Improvement

PUNDLU

Existing RoadProposed Road

Existing Length = 850m

Proposed Length = 525m

Existing Length = 225m

Proposed Length = 105m

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Road Geometrics Improvement

Road Geometrics Improvement

Existing RoadProposed Road

Existing Length = 950m

Proposed Length = 515m

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N

RANSIGAON

KHEJARLA

BORUNDA

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N

RANSIGAON

NH

112

NH 112

KHARIAMEETHAPUR

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RANSIGAON

EXISTING TRAFFIC FLOWPROPOSED TRAFFIC FLOW

Proposed bypass at Ransigaon

Proposed bypass at Ransigaon

Existing RoadProposed Road

Prop. Length = 1800m

Prop. Length = 2500m

Existing Length = 2470m

Existing Length = 3130m

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KHARIAMEETHAPUR

NH 11

2

NH 112

Bilara

N

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N

NH

14

Bilara

SojatSH58

SH62

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Traffic DetailsTraffic Details

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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

Traffic Data CollectionTraffic Data Collection

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Vehicles ADT

Equiva-lent PCU

Factor

PCU

Two Wheeler 399 0.5 200Auto Rickshaw 7 1 7Car/Jeep/ Taxi 290 1 290Buses 25 3 75Truck < 5 Tonne 20 3 60Truck > 5 Tonne 271 3 813Multi Axle Truck/ Trailer

339 4.5 1526

Tractor Excluding Agriculture Produce

52 4.5 234

Tractor with Agriculture Produce

301 4.5 1355

Cycle 84 0.5 42

Other/ Bullock Cart 16 8 128

4730

Gotan to BorundaGotan to Borunda

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Vehicles ADT

Equiva-lent PCU

Factor

PCU

Two Wheeler 1520 0.5 760Auto Rickshaw 100 1 100

Car/Jeep/ Taxi 390 1 390Buses 59 3 177

Truck < 5 Tonne 160 3 480

Truck > 5 Tonne 530 3 1590Multi Axle Truck/ Trailer 211 4.5 950Tractor Excluding Agriculture Produce 280 4.5 1260Tractor with Agriculture Produce 214 4.5 963

Cycle 303 0.5 152

Other/ Bullock Cart 37 8 296

7118

Borunda to KhariameethapurBorunda to Khariameethapur

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Vehicles ADT

Equiva-lent PCU

Factor

PCU

Two Wheeler 637 0.5 319Auto Rickshaw 40 1 40Car/Jeep/ Taxi 172 1 172Buses 28 3 84Truck < 5 Tonne 5 3 15Truck > 5 Tonne 43 3 129Multi Axle Truck/ Trailer 123 4.5 554Tractor Excluding Agriculture Produce 120 4.5 540Tractor with Agriculture Produce 160 4.5 720Cycle 202 0.5 101

Other/ Bullock Cart 14 8 112

    2786

Khejarla to KhariameethapurKhejarla to Khariameethapur

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Vehicles ADT

Equiva-lent PCU

Factor

PCU

Two Wheeler 2011 0.5 1006Auto Rickshaw 167 1 167

Car/Jeep/ Taxi 533 1 533Buses 67 3 201

Truck < 5 Tonne 184 3 552

Truck > 5 Tonne 305 3 915Multi Axle Truck/ Trailer 311 4.5 1400Tractor Excluding Agriculture Produce 118 4.5 531Tractor with Agriculture Produce 152 4.5 684

Cycle 230 0.5 115

Other/ Bullock Cart 20 8 160

    6264

Bilara to SojatBilara to Sojat

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As per IRC-37:2001 7.5% increase in traffic per AnnumAs per Model Concession Agreement 6% increase in traffic per

AnnumFor pavement design :CBR : 10%VDF :

BUS 1.5Truck 3.5LCV 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

Traffic ProjectionsTraffic Projections

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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

Lane Capacity StandardsLane Capacity Standards

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Laning RequirementLaning Requirement

S. No. SECTION PCU

2010PCU 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.

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Design Standard for 2 Lane with Paved Shoulder

S No. Design Element UnitProposed Design

Standard as per the contract

1 Design Speed      Ruling KM/h 100  Minimum KM/h 802 Number of traffic lanes No. 23 Width of each lane

carriagewaym 3.5

4 Shoulder width      Hard m 1.5  Earthen m 1.05 Cross fall      Carriageway % 2.5  Earthen Shoulder % 4.06 Embankment Slope (H:V)   2:017 Sight Distance      Desirable m 250  Absolute Minimum m 180

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8 Horizontal Curves    

  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

9 Transition Curve Length m 0.0215 V3/ CR where V= design speed, R= radius

of curve10 Vertical Alignment    

  Ruling Gradient % 2.0

  Maximum Gradient % 2.5

  Minimum Length of Vertical Curve

m 60

S No. Design Element UnitProposed Design

Standard as per the contract

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Toll PlazaToll Plaza

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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)

Location of Proposed Toll Plazas

Location of Proposed Toll Plazas

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Cross Section of RoadCross Section of Road

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Cross Section of RoadCross Section of Road

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Cross Section of RoadCross Section of Road

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Project ViabilityProject Viability

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Cost Estimate Cost Estimate Particulars Amount (in lacs)A Construction of Road (I) BT Road 8039.89(II) CC Road 736.94 Total of A 8776.83B Cost for CD work 1200.00C Utility Shifting 50.00D Cost for Toll Plazas (5 nos) 100.00E Cost for Truck Lay Byes 25.00F Cost for Bus Shelters L-S 25.00 Base cost of A to F 10176.83 Land Acquisition @ 5% 508.84 Escalation for the 2nd year @ 10% (Without LA) 1017.68 TP @ 10% (Without LA) 1017.68 Contingency @ 5% (Without LA) 508.84 Quality control @ 1% (Without LA) 101.77 Guarantee Commission to State Govt. (Without LA) 101.77 Sub Total 13433.41 A&S Charges 1343.34 Application fee and front end fee 67.17 IDCP 1333.83 Total Cost of Project 16177.75

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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

Toll RealisationToll Realisation

Of the net Tollable Traffic 85% Toll realisation has been assumed in the project viability calculation.

Page 47: Gotan Bilara Borunda Sojat Khejarla Project Location.

Project Cost 13433.41 Lac

Construction Period 2 Year

Toll Collection Period 18 Years 2 Months

Concession Period 20 Years 2 Months

Project Cost RepaymentProject Cost Repayment

Page 48: Gotan Bilara Borunda Sojat Khejarla Project Location.