jodh report

7/31/2019 Jodh Report

1/166


2/166

CHAPTER 1................................................................................................................................................................ 7 1.0 EXECUTIVE SUMMARY ............................................................................................................................. 7

1.1 PURPOSE OF STUDY ...................................................................................................................................... 7

1.2 SOCIO ECONOMIC PROJECT ......................................................................................................................... 7 1.3 TRAFFIC SURVEY AND ANALYSIS ............................................................................................................... 10 1.4 T RAFFIC F ORECAST .................................................................................................................................... 10 1.5 A LIGNMENT AND E NGINEERING ............................................................................................................... 11 1.6 M ATERIALS & SOURCES ............................................................................................................................ 12 1.7 P AVEMENT D ESIGN .................................................................................................................................... 12 1.8 B RIDGE AND STRUCTURES ......................................................................................................................... 13 1.9 E NVIRONMENTAL AND SOCIAL I MPACTS .................................................................................................. 14 1.10 COST - ESTIMATES ..................................................................................................................................... 14 1.11 ECONOMIC EVALUATION AND F INANCIAL V IABILITY .............................................................................. 15

CHAPTER 2.............................................................................................................................................................. 16 2.0 INTRODUCTION ....................................................................................................................................... 16

2.1 PURPOSE OF STUDY .................................................................................................................................... 16 2.2 SCOPE OF WORK......................................................................................................................................... 16 2.3 METHODOLOGY ......................................................................................................................................... 17

2.3.1 Establishment......................................................................................................................................... 17 2.3.2 Technical Approach ............................................................................................................................... 17

2.4 CONTENTS OF THE FEASIBILITYREPORT ................................................................................................... 19 CHAPTER 3.............................................................................................................................................................. 20 3.0 SOCIO ECONOMIC PROFILE ................................................................................................................. 20

3.1 INTRODUCTIONS ......................................................................................................................................... 20 3.2 GENERAL FEATURES .................................................................................................................................. 20 3.3 PROJECT CORRIDOR ................................................................................................................................... 20 3.4 DEMOGRAPHY ............................................................................................................................................ 21

3.4.1 Rajasthan ............................................................................................................................................. 21 3.4.2 Jodhpur District .................................................................................................................................. 22 3.4.3 Rural and Urban Population ............................................................................................................ 22

3.5 AGRICULTURE ............................................................................................................................................ 23 3.6 LAND UTILISATION .................................................................................................................................... 23 3.7 TRANSPORT NETWORK .............................................................................................................................. 24

3.7.1 Air Transport ....................................................................................................................................... 24 3.7.2 Water Transport .................................................................................................................................. 25 3.7.3 Rail Transport ..................................................................................................................................... 25 3.7.4 Road Transport ................................................................................................................................... 25 3.7.5 Vehicle Population ............................................................................................................................. 25

3.8 STATE ECONOMY ....................................................................................................................................... 26 3.8.1 Growth State Domestic Product ...................................................................................................... 26 3.8.2 Per Capita Income Growth ............................................................................................................... 27 3.8.3 Growth Trend ...................................................................................................................................... 27

4.0 TRAFFIC SURVEY & ANALYSIS ............................................................................................................ 28 4.1 H ISTORICAL DATA ..................................................................................................................................... 28

4.1.1 All India Statistics .................. .......... ........... .......... ........... .......... ........... ........... .......... ........... .......... ...... 28 4.1.2 Rajasthan Statistics ............................................................................................................................... 30 4.1.3 Project Road ........................................................................................................................................... 32


3/166

4.2 TRAFFIC SURVEYS....................................................................................................................................... 32 4.2.1 Introduction ........................................................................................................................................... 32 4.2.2 Classified Traffic Volume Count............................................................................................................ 33

4.2.2.1 Traffic Composition ..................................................................................................................................52 4.2.2.2 Peak Hour Traffic ......................................................................................................................................53 4.2.2.3 Local Traffic ................................................................................................................................................53 4.2.2.4 Average Annual Daily Traffic .................................................................................................................53 4.2.2.5 Directional Split Traffic ............................................................................................................................53 4.2.2.6 Homogenous Sections ...............................................................................................................................54

4.2.3 Origin & Destination Survey ................................................................................................................ 54 4.2.6.1 Introduction ................................................................................................................................................55 4.2.6.2 Equivalent Standard Axle Load ...............................................................................................................55 4.2.6.3 Vehicle Damage Factor (VDF) .................................................................................................................55

4.2.7 Pedestrian Surveys ................................................................................................................................ 56 4.2.8 Speed / Delay Survey ............................................................................................................................. 56 4.2.10 Toll Rate Survey ............................................................................................................................... 57 4.2.11 Traffic Accident Study ...................................................................................................................... 57

4.3 TRAFFIC ANALYSIS ..................................................................................................................................... 58 4.3.1 Traffic Volume Characteristics .............................................................................................................. 58

4.3.1.1

Rural Traffic ................................................................................................................................................58 4.3.2 Origin & Destination Survey ................................................................................................................ 58

CHAPTER 5.............................................................................................................................................................. 65 TRAFFIC FORCAST ................................................................................................................................................. 65

5.1 GENERAL .................................................................................................................................................... 65 5.2 ELASTICITY TRAFFIC DEMAND .................................................................................................................. 65 5.3 PAST TRAFFIC DATA .................................................................................................................................. 65 5.5 GROWTH RATE BASED ON ECONOMIC INDICATORS ................................................................................. 65 5.6 TRAFFIC APPRAISAL ................................................................................................................................... 66

5.6.1 General ................................................................................................................................................... 66 5.6.2 India Past ............................................................................................................................................ 67 5.6.3 India Future ........................................................................................................................................ 86 5.6.4 Rajasthan Future ................................................................................................................................ 87 5.6.5 Elasticity of Traffic Demand .................................................................................................................. 88 5.6.6 Project Influence Area ........................................................................................................................... 88 5.6.7 Seasonal Variation ................................................................................................................................. 88 5.6.8 Traffic Growth Rates ............................................................................................................................. 88 5.6.9 Traffic Forecast ...................................................................................................................................... 89

5.7 GENERATED TRAFFIC ................................................................................................................................. 89 5.8 DIVERTED TRAFFIC..................................................................................................................................... 89

CHAPTER 6.............................................................................................................................................................. 90 ALIGNMENT & ENGINEERING .......................................................................................................................... 90

6.1 PROJECT DESCRIPTION ............................................................................................................................... 90 6.1.1 General ................................................................................................................................................... 90 6.1.2 Location and Terrain Condition. ........................................................................................................... 90 6.1.3 Land use ................................................................................................................................................. 91 6.1.4 Geology .................................................................................................................................................. 92 6.1.5 Meteorological Data ........... .......... ........... .......... ........... .......... ........... .......... ........... .......... ........... .......... . 92 6.1.6 Existing Alignment ............................................................................................................................... 92

6.1.6.1 Horizontal Alignment ...............................................................................................................................92 6.1.6.2 Vertical Alignment ....................................................................................................................................93 6.1.6.3 Road Width .................................................................................................................................................94 6.1.6.4 Pavement .....................................................................................................................................................94


4/166

6.1.7 Traffic .................................................................................................................................................... 94 6.1.7.1 Rural Sections .............................................................................................................................................94

6.2 ROAD INVENTORY ...................................................................................................................................... 94 6.3 TOPOGRAPHICAL AND CADASTRAL SURVEY ............................................................................................ 96

6.3.1 Topographic Survey ............................................................................................................................... 96 6.3.1.1 Route Maps .................................................................................................................................................96 6.3.1.3 Total Station Traverse Control. ...............................................................................................................96 6.3.1.4 Height Control ............................................................................................................................................96 6.3.1.5 Map Compilation .......................................................................................................................................96

6.3.2 Cadastral Survey ................................................................................................................................... 96 6.3.2.1 Existing ROW .............................................................................................................................................97 6.3.2.2 Proposed ROW ...........................................................................................................................................97 6.3.2.3 Additional Land Requirement ................................................................................................................97 6.3.2.4 Cadastral Survey Documents and Computerisation ...........................................................................98 6.3.2.5 Cadastral Survey Documents ...................................................................................................................98 6.3.2.6 Methodology ...............................................................................................................................................98

6.4 GEOMETRIC DESIGN ................................................................................................................................... 98 6.4.1 General ................................................................................................................................................... 98 6.4.2 Design Standards.................................................................................................................................. 99

6.4.2.1 Design Speed ..............................................................................................................................................99 6.4.2.2 Sight Distances ...........................................................................................................................................99 6.4.2.3 Horizontal Curves ....................................................................................................................................100 6.4.2.4 Vertical Curves .........................................................................................................................................100 6.4.2.5 Gradients ...................................................................................................................................................100 6.4.2.6 Side Slopes ................................................................................................................................................101 6.4.2.7 Road Furniture .........................................................................................................................................101

6.4.2.7.1 Road Signs ...........................................................................................................................................101 6.4.2.7.2 Road Markings ....................................................................................................................................101 6.4.2.7.3 Road Delineators ................................................................................................................................101 6.4.2.7.4 Traffic Barriers ....................................................................................................................................101

6.4.3 Typical Cross Sections ......................................................................................................................... 102 6.5 ROAD ALIGNMENT .................................................................................................................................. 103

6.5.1 Widening of Existing Alignment ........................................................................................................ 103 6.5.2 Proposed Bypasses ............................................................................................................................... 103 6.5.2.1 Mathania Bypass .....................................................................................................................................103

6.5.2.2 Ummaid Nagar Bypas .............................................................................................................................104 6.5.2.3 Osian Realignment ..................................................................................................................................104 6.5.2.4 Sharp bend realignment .........................................................................................................................104

6.5.3 Interchanges and Intersections ............................................................................................................ 107 6.5.3.2 Intersections ..............................................................................................................................................107 6.5.3.4 Vehicular cum Pedestrian Underpass ..................................................................................................111

6.6 UTILITY RELOCATION .............................................................................................................................. 111 6.7 TOLL PLAZAS ........................................................................................................................................... 112 6.8 PARKING AREAS AND REST AREAS ......................................................................................................... 114 6.9 LAND ACQUISITION ................................................................................................................................. 115 6.10 LANDSCAPING .......................................................................................................................................... 115 6.11 SERVICE ROADS ........................................................................................................................................ 115

6.12 Bus Bays and Shelters: ..................................................................................................................... 116 CHAPTER 7............................................................................................................................................................ 118

7.1 MATERIAL INVESTIGATION ............................................................................................................ 118 7.1.1 Methodology Adopted ......... ........... .......... ........... .......... ........... ........... .......... ........... .......... ........... ....... 118 7.1.2 Scope of Work....................................................................................................................................... 118 7.1.3 Material Investigations ........... .......... ........... .......... ........... .......... ........... ........... .......... ........... .......... .... 119 7.1.4 Subgrade Investigation ........................................................................................................................ 120 7.1.5 Borrow Area Soil.................................................................................................................................. 121


5/166

7.1.6 Material for GSB....... .......... ........... .......... ........... .......... ........... .......... ........... ........... .......... ........... ....... 121 7.1.7 Sand ..................................................................................................................................................... 122 7.1.8 Stone Aggregate ................................................................................................................................... 122

7.2 PAVEMENT DESIGN ........................................................................................................................... 122 7.2.1 Traffic Loading ..................................................................................................................................... 123 7.2.2 Sub-Grade Characteristics ................................................................................................................... 129

7.2.2.1 New Formation & Bypass .......................................................................................................................130 7.2.2.2 Existing Pavement ....................................................................................................................................130 7.2.3 Flexible Pavement Design.................................................................................................................... 133

7.3 PAVEMENT TESTING.......................................................................................................................... 133 7.3.1 Pavement Condition Survey ................................................................................................................ 133

CHAPTER 8............................................................................................................................................................ 141 BRIDGES AND STRUCTURES STUDIES ......................................................................................................... 141

8.1 GENERAL ............................................................................................................................................... 141 8.2 TYPICAL CROSS SECTIONS ............................................................................................................... 141 8.3 FIELD INVESTIGATIONS ............................................................................................................................ 143 8.4 INVENTORY AND CONDITION SURVEY .................................................................................................... 143

8.4.1 Inventory Survey ................................................................................................................................. 143 8.4.2 Condition Survey ................................................................................................................................. 150 8.5 HYDRAULIC AND HYDROLOGICAL INVESTIGATIONS . ............................................................................ 152

8.5.1 Gundar River .......................................................................................... Error! Bookmark not defined. 8.5.2 Vellar River ............................................................................................. Error! Bookmark not defined. 8.5.3 Minor Bridges ........... .......... ........... .......... ........... .......... ........... .......... ........... ........... .......... ........... ....... 152

8.7 GEOLOGICAL INVESTIGATION & SUB SOIL EXPLORATION .................................................. 155 8.7.1 Scope of Work....................................................................................................................................... 155 8.7.2 Methodology of Investigation ........... ........... .......... ........... .......... ........... ........... .......... ........... .......... .... 155

8.7.2.1 Standard Penetration Test ......................................................................................................................155 8.7.2.2 Sampling ...................................................................................................................................................155 8.7.2.3 Ground Water Level ................................................................................................................................156 8.7.2.4 Laboratory Testing ...................................................................................................................................156

8.7.3 Proposed Design of Structure .............................................................................................................. 156 8.8 SUB SOIL INVESTIGATION FOR CULVERTES ............................................................................... 156 CHAPTER 9............................................................................................................................................................ 158 ENVIRONMENTAL AND SOCIAL IMPACTS ................................................................................................ 158

9.1 GENERAL ............................................................................................................................................... 158 9.2 ENVIRONMENTAL IMPACTS ASSESSMENT ................................................................................ 158 9.3 SOCIAL IMPACTS ASSESSMENT ...................................................................................................... 158

CHAPTER 10.......................................................................................................................................................... 160 COST ESTIMATES ................................................................................................................................................. 160

10.1 GENERAL ............................................................................................................................................... 160 10.2 UNIT RATES .............................................................................................................................................. 160

10.2.1 Project Details ................................................................................................................................. 160 10.2.2 Unit Rates Analysis ........................................................................................................................ 161

10.2.2.1 Hard Broken Stone ..................................................................................................................................161 10.2.2.2 Sand ............................................................................................................................................................161 10.2.2.3 Gravel .........................................................................................................................................................162 10.2.2.4 Earth from Borrow areas .........................................................................................................................162 10.2.2.5 Cement, Steel, Bitumen and Pipes ........................................................................................................162 10.2.2.6 Labour ........................................................................................................................................................162 10.2.2.7 Hire Charges for Machineries ................................................................................................................162


6/166

10.2.2.8 Unit Rates ..................................................................................................................................................162 10.3 UNIT COSTS.............................................................................................................................................. 162

10.3.1 Estimation of Quantities ................................................................................................................. 162 10.3.2 Cost Estimate for Road Works ........................................................................................................ 163 10.3.3 Cost Estimate .................................................................................................................................. 163 10.3.4 Slab Culverts ................................................................................................................................... 163 10.3.5 Pipe Culverts ................................................................................................................................... 163 10.3.6 R.O.B .............................................................................................................................................. 164 10.3.7 Pedestrian cum median vehicular underpass. ................................................................................. 164

10.4 LAND ACQUISITION COST ....................................................................................................................... 164 10.5 CONTINGENCIES AND SUPERVISION CHARGES . ...................................................................................... 164 10.6 CONSTRUCTION COST.............................................................................................................................. 164


7/166

Chapter 1 Executive Summary

Page 7 of 166

CHAPTER 1

1.0 EXECUTIVE SUMMARY

1.1 Purpose of StudyRajasthan State Road Development Construction Corporation (RSRDCC) hascommissioned M/s. Meridian Constructions, in a contract to carry out Consultancyservices for SH 61 Jodhpur - Osian - Phalodi Section in Rajasthan.

The Project consists of preparation of Detailed Project Report for Development of Jodhpur - Osian Phalodi from Km 2.000 to 121.475 of SH 61 in Rajasthan which wasdivided into 2 Parts :-

1. Osian Chainage 73.000 to Jodhpur (NH-65) Chainage 121.475

2. Phalodi (NH-15) Chainage 2.000 to Osian Chainage 73.00

The project commencing from the junction of NH-15 (Jaiselmer to Bikaner) with projectroad (SH-61). The Project road Ends at the Intersection of NH-65 (Jodhpur to Nagaur)with Project Road (SH-61)

The study is to be carried out under the following stages:

Stage 1: Inception ReportStage 2: Draft Detail Project Report

Stage 3: Detailed Project Report

Inception Report, Stage 1, has already been submitted.

The present submission comprises the Stage 2, Draft Detail Project Report

1.2 Socio Economic Project The project road passes through 3 towns, namely, Phalodi, Osian and Jodhpur inRajasthan.


8/166


9/166


Page 9 of 166

Osia,Phalodi, Shergarh)

Uptehsils 04 (Bap, Jhanwar, Balesar, Tinwari)

Panchayat Samiti 10 (Luni, Mandore, Balesar, Shergarh, Osia,

Bhopal garh, Bilara, Phalodi, Bap, Bawari)Gram Panchayat 339

Revenue Villages 1157

Municipal Corporation 01 (Jodhpur)

Municipal Board 03 (Phalodi, Bilara, Pipar city)

Land Records Circles 55

Major Hospitals 08

A Grade Veterinary Hospitals 07

Veterinary Dispensaries 00

Poly Clinic 01

Veterinary Hospitals 84

Veterinary Sub-Center 46

University 03

Colleges 12

Schools 6388

Post Offices 559

Superintendent of Police 02 ( Urban and Rural)

Police Stations 30

Jails & Sub jails 03


10/166


Page 10 of 166

1.3 Traffic Survey and Analysis

The collection of Traffic data are essential in any road project based on which decisionsare made. On this project various traffic surveys were carried out to provide as basis formaking highway engineering design decisions and also on the viability of the concept ofB.O.T.

The following traffic surveys were carried out:1. Classified traffic volume count at 4 locations to establish the important base year

AADT.2. Origin and Destination surveys to assess the travel pattern of passengers and

goods for prediction of traffic grow.3. Axle load surveys to obtain equivalent standard axle loads.4. Pedestrian surveys to decide pedestrian facilities5. Intersection surveys to identify junction improvements by space or time

segregation.6. Speed and delay studies to assess the areas of congestion and other bottlenecks.

Accident data on the project road were collected from the police records to highlightthose areas, where road safety is a major concern, and to assist the design of the highwaywidening.

The data collected were analysed and used as a basis for forecasts which are used invarious sections of this report.

1.4 Traffic Forecast

The present traffic conditions are very heterogeneous along the project road with some2510 motor vehicles in the stretch lying in Phalodi Osian and 3582 per day in the stretchOsian Phalodi. Trucks contribute nearly 15.03% and 10.78% of the traffic volume andPCU is 3376 & 4507 in 2 Streches Phalodi to Osian & Osian Jodhpur respectively. Mostof the traffic is local in Rajasthan state. The volume of traffic in Phalodi to Osian stretch

passes through Lohawat town. The volume of traffic in Osian to Jodhpur (NH-65) stretchpasses through Osian & Mathania town. Mathania town is very crowded and verynarrow and with crude geometrics in town which causes delays.

The data received from the PWD related to traffic census is not sufficient to work out thegrowth of traffic in recent years. So the traffic forecast for each category of vehicle is notcalculated by consultant. As far as the traffic growth in this type of region is assumed tobe 5% growth. This is a fair assumption adopted by the consultant.


11/166


Page 11 of 166

Bottlenecks is such as weak flushed Causeway and narrow culverts and the presence of 5Railway level crossing and passing through the geometrically poor and very heavilycongested town Mathania have to be removed soon in order to avoid massive congestionwith the resulting large increase in vehicle operating costs (VOCs) and personal timecosts. 2 Railway Crossings at Mathania & Manaklao have TVU more than 2.0 Lac, whichshows the congestion at the time of closer of Railway Crossing. The above mentionedbottleneck, if removed would increase the economic cost benefit of the road, as there isno other major economic factor planned as of now. Probably, if the road is improved asplanned though not in full but in phase this would facilitate to the growth of economicactivities in the districts concerned.

1.5 Alignment and Engineering

The existing road alignment is proposed to be retained except in a few places whereminor realignment which would enhance the overall geometric of the project road isconsidered essential.

The widening of the existing road to a 2 lane carriageway with paved shoulderconfiguration will normally be made through widening either on the left or on the rightside depending upon the site conditions.

The consultants have studied the project road for improvement and have felt thenecessity of forming by passes for the following major towns and heavily built-up areaand sharp hairpin bend i.e.

Mathania Ummed Nagar

The major village along the road is Mathania, an Industrial centre. The Mathania villagehas a 3.5 to 5.5m wide road which passes through the built-up area with poor geometrics,for which the consultant propose to have a bypass outside the village area. There are 2Railway crossings in between Manaklao & Mathania which have TVU more than 2.0 Lac.The First option as taken by RSRDCC is to construct ROBs on these Level Crossings.

It is suggested to have by pass at Mathania village to end with Manaklao before Level

Crossing. It is almost a route of same length. It will reduce the time of construction ofproject as the construction of ROB takes more than 2.0 years and it involves the railwaydepartment also. On the other hand construction of new road takes less time andacquisition of land is not a problem here. New Bypass will by pass to congested Levelcrossings which ease out the traffic movement.The entire stretch of the project road lying in Jodhpur district passes through UmmedNagar village which has a sharp hair pin bend and a intersection, which makes this areaan accidental prone area. Consultant proposes to have by pass this village. The bypass


12/166


Page 12 of 166

before Ummed Nagar reduces the travel length by approx. 1.10 km. This reduces thetravel time & accidents.Another bottleneck is at Osian it has a 90 intersection at Osian Mata temple. The newalignment reduces the travel length by 113m and bypasses the sharp bend / intersection.

Hence the consultant have suggested bypasses outside the municipal / village limitswhich will ultimately provide free and uninterrupted flow for through traffic and relievecongestion within the town / villages which will incidentally help the local traffic.

The intersections & junctions will be studied individually in order to ensure free flowcondition for the through and heavy fast traffic.

1.6 Materials & Sources

An investigation program was undertaken to identify suitable sources of allconstructions materials. It was ascertained that hard broken stones are available at thefollowing location as shown below which are already declared as government quarries.

Phalodi Quarry Pokran Quarry

As, regards gravel, the identified sources are existing all along the project road, as seenfrom the Quarry Map.

Samples were taken from all the these sources identified and subjected to a testingprogramme to know about their physical and chemical properties Based on IRCrequirement, their suitability for adoption for the road improvement work wereexamined from the results and actual inspection of these sources indicated that sufficientquantity of material are available in these sources for use in the road improvement work.

1.7 Pavement Design

The TOR requires that pavement designs be prepared for the following:

Strengthening of the existing carriageway to 2 lane with paved shoulders. New pavement for additional carriageway and for formation of bypasses. Shoulder pavement

Based on an initial pavement condition survey an extensive testing program wasinstigated to investigate the characteristics of the existing pavement and groundcondition for new carriageway and new alignments.


13/166


Page 13 of 166

The collection of the above required particulars for design of pavement, required forvarious needs have been completed fully.

A summary of the pavement designs is shown in Table 1.2

Table 1.2Pavement Design

GSB - 200 mmWMM - 250 mmDBM - 075 mmBC - 040 mm

1.8 Bridge and Structures

In the project road there are no major river / streams only Flushed causeway withCulverts & Minor Bridges are present.

Initially 2 ROBs are proposed at Mathania & Manaklao, which is having TVU more than2.0 Lac. Instead of it a Mathania Bypass has been proposed to eliminate the ROBs.

At new alignment of Mathania Bypass 1 Minor Bridge at near manaklao has beenproposed by the consultant on existing nalah. 2 Culverts has also been proposed by theconsultant.

With regard to minor bridge, 5 nos. already exist and all Flushed Causeway had to beconverted to Flushed Causeway / Culvert. This also required to widened to 2 lanecarriage way.

The span for the minor bridge at near Manaklao across existing nalah taken 6*6m skew.

Regarding geo-technical investigation, the bore holes have been driven and type of soilmet with have been collected to find out its bearing capacity of soil and the N-valueshave been ascertained. The investigation has been completed for all the minor bridges &Culverts.

Detailed inventory and condition survey of the existing bridges provided valuableinformation for the retention or reconstruction and also planning the new structures.


14/166


Page 14 of 166

1.9 Environmental and Social Impacts

The Environmental and Social Impacts screening report has already been prepared andsubmitted

The Environmental report identified the potential major environmental issues that arelikely to be encountered in the course of executing the road improvement works,established the need for an environmental screening. The report highlighted the need forassembling relevant data, analysing them and subsequently making an environmentalassessment arising out of the analysis.

The need for a social impact study was highlighted and methodology for conductingsuch a study explained.

As a first step a pilot study was commissioned. The data collected from the pilot studywas analysed with particular reference to those below the Poverty Line. These are themost vulnerable sections, and hence the Social Screening Study thought it fit to focusattention on this category. Special attention will be paid to the disadvantaged groupsBelow the Poverty Line.

1.10 Cost - Estimates

To obtain the cost estimate for the project as a whole, it has been conveniently dividedinto 3 Homogenous section based on travel pattern and pavement composition andtraffic loading factor as shown below

Section 1: Km. 73/000 - 121/500 (Excluding Bypasses)

Section 2: Bypasses at Mathania, Ummed Nagar & realignment at Osian

Section 3: Km. 2/0 73/0

The unit rates for each of the above segments were calculated based on the PWD NH BSRof Jodhpur & Jaipur 2010. The rate analysis has been done for the items which are not

available in BSR. Rate analysis has been done by enquiry made at local market in respectof quarry material and state schedule of rates was followed for labour rates and theStandard Data Book of MoSRT&H for item wise data. The quantities and costs weredetermined for 1km length for road work and detailed estimate for bypasses and unitrate for 1m length of bridges structures were worked out. Provision has also been madefor reconstruction and or widening the existing bridges and one ROB, intersections, landacquisition, social settlement and other road appurtenances and safety features.


15/166


Page 15 of 166

Cost has been adopted based on the flexible pavement design worked out for the 10, 15,25 years, design life.

1.11 Economic Evaluation and Financial Viability

Private sector participation in the finances, construction, maintenance and operation ofhighways under the concept of Build-Operate Transfer (BOT) is one of the methods; theGovernment is seriously pursuing to assist in the modernisation of its highway network.The primary reason for BOT options are being studied by the Government.

In view of the above policy, the present project was examined for its possible eligibility asa potential BOT candidate.

To examine its potentiality, the Financial Analysis of the project was analysed under thefollowing.

Traffic evaluation by sectors Investment Cost by section Operating costs Level of Toll Rates Anticipated Revenues Other Financial Parameters Main Results Conclusion

Only 85% of the net revenue calculated has been taken into account, allowing the balance

towards such vehicles not utilising the corridor fully such traffic using the other roadsavoiding paying of toll rates.

Only 70% for Trucks & 60% - 65% for Cars & Buses of the traffic has been taken intoaccount, allowing the balance towards such vehicles has monthly or 24 hour pass for theroute.

Due consideration has been given for possible inflation during the concession period andinterest to be paid by the concessionaire on the invested amount or borrowed money.Cost towards annual maintenance to be carried out during the concession period wasincluded in the analyses.

The overall financial picture of the BOT is under finalisation and its viability examined asa potential BOT (annuity) candidate.


16/166

Chapter 2 Introduction

Page 16 of 166

CHAPTER 2

2.0 INTRODUCTION

2.1 Purpose of StudyRajasthan State Road Development Construction Corporation (RSRDCC) hascommissioned M/s. Meridian Constructions, in a contract to carry out Consultancyservices for part of SH - 61 Jodhpur - Osian - Phalodi Section in Rajasthan.

The Project consists of preparation of Detailed Project Report for Development of Jodhpur - Osian - Phalodifrom Km 2/000 to 122/00 of SH 61 in state of Rajasthan, asalready stated in chapter 1 para 1.1.

The Commission date for the Project was proposed to be 1 st January 2011.

2.2 Scope of WorkThe Main objectives for the Consultancy Services are:

To prepare a Detailed Project Report for development of the existing State Highway to aminimum of 2 lane highway with paved shoulder in the most economical manner, takinginto consideration the environmental and social aspects of the area.

To prepare bid documents including pre-qualification documents for tenderingpurposes.

To prepare project report and economical analysis, suitable to meet the requirements ofstate government national contracting agencies.

The scope of work for the Consultancy Services are divided as under:

Stage 1: Inception Report

Quality Assurance Plan

Stage 2: Draft Detail Project Report

Stage 3: Final Feasibility Report


17/166


Page 17 of 166

2.3 Methodology

2.3.1 EstablishmentThe consultant decided to establish a site office in the middle of the project road, in orderto facilitate the data collection and organize various investigations taking place along theproject road.

Accordingly a site office was located at Osian.

The following professional staff have been engaged and their expertise have been fullyutilized in data collection, investigation and drafting of this feasibility report.

A. Key personnel

Senior Highway Engineer cum Team Leader Bridge Engineer Traffic cum Safety Expert Surveyor Financial Analyst Quantity Surveyor / Documentation Expert

Data collection was carried out with the supporting staff stationed at Osian, and othersurveys and investigations were carried out through the staff for specific items of surveyand investigation works.

All the test & Surveys has been done by the Meridian Constructions in house. Theconsultant Meridian Constructions has its own laboratory which is ISO 9001:2008 andhas executed testing work for all the major government departments.

2.3.2 Technical ApproachBased on the objectives and scope of work for the consultancy, an appropriatemethodology was developed so as to address the other requirements, which includesintermediate target, completion period, manning schedule and interaction with RSRDCCand field inspection of RSRDCC officials. In accordance with the above, a programme ofschedule has been developed for adherence.

In accordance with the above and in order to complete the whole work, comprehensivelyand accurately the whole work was decided into various tasks to be followed to ensurequality assurance.

A list of tasks is furnished here under:


18/166


Page 18 of 166

FIELD INVESTIGATIONS Review of data and documents Social Analysis & Social Impact Screening Environmental Assessment Screening

o Traffic Surveys Traffic Volume Count Turning Movement Survey

o Engineering Surveys & Investigations Reconnaissance and Alignment Topographic Survey, LS & CS Utility Surveys Road Inventory Surveys Pavement Composition & Road Condition Survey

Sub grade Characteristics Inventory of Bridge Survey Condition Survey of Culverts Geotechnical Investigation of Bridges & Sub soil Exploration Hydraulic & Hydrological Investigation. Material Investigation

DETAILED PROJECT REPORT Social Evaluation and Rehabilitation Environmental Evaluation & Impact Assessment Traffic Demand Estimates Pavement Study and Design Strip Plans for road and Utilities Toll Study Land Acquisition

o Cost Estimates Unit cost for road widening Unit cost for strengthening Unit cost for bridges Unit cost for culverts Rough cost estimate Project Viability


19/166


Page 19 of 166

2.4 Contents of the Detailed Project Report The Draft Feasibility Report is arranged in the following manner.

Volume I : Main Report Volume II : Design Report Volume III : Material Report Volume IV : Environment Impact assessment Report Volume V : Technical Specifications Volume VI : Rate analysis Volume VII : Cost Estimates Volume VIII : Bill of Quantities Volume IX : Drawings Volume X : Civil work contract agreement

Volume XI : Project Clearances


20/166

Chapter 3 Socio Economic Profile

Page 20 of 166

CHAPTER 3

3.0 SOCIO ECONOMIC PROFILE

3.1 IntroductionsThe main objective of the socio economic analysis is to provide an overview of thesocio economic status and the relative status of the project influence area within thestate. The socio economic profile of the project influence area of the corridor isrequired to establish the likely growth prospects which will have a bearing on theroad improvements proposed. It gives the present scenario, past performance and theperspective growth of economy, population and urbanization. It also provide anoverall view of spatial distribution of economic activities and provide inputs forestimation of future growth in transport demand on the basis of perspective economicgrowth rates and transport demand elastically. In the light of the above, certaineconomic parameters are identified for an in-depth study for arriving at realistic

traffic growth rates.3.2 General FeaturesThe project road of 119 kms lying in the state of Rajasthan traverses through twotowns, namely Phalodi and Jodhpur. The lengths of the project road falling within thevarious towns are given below:

Phalodi km. 2.000 km. 75.200

Jodhpur km. 75.200 km. 94.000

As such, the Project influence area falls within the state of Rajasthan, under the above Jodhpur districts. The socio economic profile of the state of Rajasthan has thereforebeen included in this report.

3.3 Project Corridor The Project road branches off at km. 2/000 of SH-61 at NH-15 Junction.

The Projectr starts at km 2/0 of SH-61 and proceeds in a eastern direction via,Lohawat, Osian, Mathania and ends at Junction of NH-65 with SH-61 (at Jodhpur).The project road, for most of its length, runs west to east.

The primary land use along the corridor is Agricultural only and a little of Industrial,near Lohawat & Mathania.

The entire portion of the project road lies in Jodhpur District. As such, the study isconfined to Jodhpur district only and is taken as the project influence area (PIA)


21/166


Page 21 of 166

The total area of Rajasthan is 3,42,239 Sq.km it accounts for 4.11% of the area of India.The Project Influence Area Jodhpur has an area of 22,850 Sq.km and accounts for6.58% of the total area of the State.

3.4 Demography

3.4.1 Rajasthan

The total population of Rajasthan, as per 2001 census is 565.07 lacs. It constitutes6.06% of Indias population and ranks 6th in the country. Its density is 165 persons perSq.km, compared to a nationwide density of 325 persons per Sq.km. The growth oftotal population of the country and that of the state over a period of 10 years is shownin Table 3.1 and 3.2 respectively.

Table 3.1Population Growth in India

S. No. Details Population in Lacs1961 1971 1981 1991 2001

1 India 4392 5,481.6 6,833.3 8,335.3 10,2902 Percentage

Growth for 10Years

24.8 24.66 21.98 23.45

3 Annual Growth inPercentage

2.48 2.47 2.2 2.35

Table 3.2Population Growth in Rajasthan

S.No.

Details Population in Lacs1961 1971 1981 1991 2001

1 Rajasthan 336.9 412 484.1 558.6 565.07

2 Percentage Growth for10 Years

22.29 22.29 17.5 15.39 11.72

3 Annual Growth inPercentage

2.23 1.75 1.54 1.81

4 Density in No. ofPersons per Sq.Km

121 126 135 429 165

The Registrar of India carried out population forecast for the period 1996-2016. Theadopted population growth for India and Rajasthan is given Table 3.3


22/166


Page 22 of 166

Table 3.3Adopted Growth of Population Rate

Period India Rajasthan1991-2000 1.81% 1.17%2001-2006 1.57% 0.80%2006-2011 1.50% 0.65%2011-2016 1.40% 0.50%

3.4.2 Jodhpur District

The total population detail of the above district is furnished below:

S. No. Details Population as per 2001census

% of StatesPopulation

1 Jodhpur 28.86 Lacs 5.10%

3.4.3 Rural and Urban Population

The rural population of Rajasthan as per 2001 census is 432.14 Lacs and the urbanpopulation is 132.14 Lacs. Corresponding figures for Jodhpur district is shown inTable 3.4

Table 3.4Rural and Urban Population of Rajasthan and Jodhpur

S.No.

Name of Place Rural Population Urban Population1971 1981 1991 2001 1971 1981 1991 2001

1 Rajasthan in Lacs 287 324 368 432 125 160 191 1322 Annual Growth in % 1.35 1.29 1.35 0.52 3.4 2.8 1.9 4.43 Jodhpur in Lacs 12.1 2.504 Annual Growth in %

The 2001 census figures for India indicate that rural population is more than urbanpopulation. The rural and urban split scenario is depicted in Table 3.5 for the country,state and PIA.

Table 3.5

Rural and Urban Population Split

S.No.

India / District

AreaSq.Km

TotalPopulation

in Lacs

RuralPopulation

in Lacs

UrbanPopulation

in Lacs

Percentage(%)

Rural Urban1 India 3,065,024 10,2902 Rajasthan 130,058 624.1 349.3 274.8 55.97 44.033 Jodhpur 4,086 11.6 8.3 3.3 71.55 28.45


23/166


Page 23 of 166

The above figures reveal that the annual growth rate of population in urban is fasterthan rural. The density of population for the district is furnished below:

1 Jodhpur 165 persons per Sq.km

3.5 AgricultureThe growth pattern of agriculture is volatile mainly due to the natural vagariesexperienced by the sate such as draught and floods.

The area of crops grown in Rajasthan is given in Table 3.6

Table 3.6Area of Crops Grown

S.No

Crops Area Grown in Hectares2000-01 2001-02 2002-03 2003-04 2004-05

1 Cereals 2,813 2,766 2,229 2,300 2,699

2 Pulses 688 686 563 537 590Total Food Grains 3501 3452 2792 2837 32893 Oil seeds 699 663 502 592 6164 Other Non-Food Crops 485 485 337 290 3515 Total Non-Food Crops 1184 1148 831 882 967

3.6 Land UtilisationThe land utilization details for the state as well as districts concerned are furnishedbelow in Table 3.7, 3.8 and 3.9, respectively

Table 3.7Land Utilisation in Rajasthan in Hectares S. No. Category 2001-02 2002-03 2003-04 2004-051 Forests 2,131,726 2,131,604 2,122,041 2,122,0692 Barren &

uncultivable Lands477,381 478,237 509,378 509,275

3 Land put to NonAgricultural Use

1,998,296 2,012,025 2,113,353 2,124,564

4 Cultivable Waste 386,806 389,289 379,439 374,0265 Permanent Pastures

& Other GrazingLands

118,463 118,313 113,474 113,563

6 Land underMiscellaneous Use

271,363 277,596 282,380 290,072

7 Current FallowLands

1,025,851 1,502,616 953,963 691,926

8 Other Fallow Lands 1,408,944 1,491,311 1,862,861 1,704,1399 Net Area Sown 5,172,492 4,590,331 4,689,156 5,097,01110 Total Geographical

Area by VillageDocuments

12,991,322 12,991,322 13,026,645 13,026,645


24/166


Page 24 of 166

11 Total Cropped Area 6,226,457 5,191,108 5,316,027 5,889,06912 Area Sown More

Than once1,053,965 600,777 626,871 792,058

Table 3.8Land Utilisation in Jodhpur District in Hectares

S.No. Category 2001-02 2002-03 2003-04 2004-051 Forests 21,877 21,877 21,877 21,8772 Barren & uncultivable

Lands4,747 4,747 4,747 4,747

3 Land put to NonAgricultural Use

115,541 115,581 117,157 117,367

4 Cultivable Waste 16,721 18,377 18,383 18,3755 Permanent Pastures &

Other Grazing Lands1,367 1,367 1,367 1,367

6 Land underMiscellaneous Use

10,418 8,893 8,561 1,367

7 Current Fallow Lands 12,688 9,772 10,827 6,8248 Other Fallow Lands 127,029 128,545 124,415 117,3589 Net Area Sown 108,512 109,741 111,566 122,17310 Total Geographical Area

by Village Documents418,900 418,900 418,900 418,900

11 Total Cropped Area 108,787 109,741 111,566 122,17312 Area Sown More Than

once275 0 0 0

From the above it could be seen that about 39.12% of the area is net sown area in thestate, whereas the same for Jodhpur district is 34.04%.

3.7 Transport NetworkRajasthan has three modes of transport airways, rail and road. The rail and roadnetwork are the only two major transport modes which serve the entire state.

3.7.1 Air Transport Jaipur, the states capital, Jodhpur, Udaipur, are the only four places where airtransport facilities are available. Jaipur airport is an international airport, whereas Jodhpur, Udaipur are domestic airports. From Jaipur airport, international air routesare operated. Domestic airlines operate all the four airports. The project road will havemuch impact due to the presence of the airports as Jodhpur airport is situated at thebeginning of the project road.


25/166


Page 25 of 166

3.7.2 Water TransportNo water transport is available in Rajasthan.

3.7.3 Rail Transport

The rail network at present has Broad gauge. The existing broad gauge is having aroute from Jodhpur to Phalodi.

3.7.4 Road TransportThe state has a good and well connected road network. The total length of roadsunder the control of State Highways and Rural Department is shown below:-

Table 3.10Road in Kilometre

S. No Category 2001-01 2001-02 2002-03 2003-04 2004-05 2005-06 2006-071 NH 3,789 3,864 3,850 3,850 4,091 4,091 4,2542 SH 4,192 7,136 7,163 7,222 7,230 7,207 6,8493 MDR 10,051 7,136 7,163 7,376 7,383 7,383 7,5694 ODR 40,814 40,853 40,963 41,156 41,191 41,209 41,0025 S.C.Rd - - 1,366 1,563 1,635 1,635 1,747

Total 58,846 59,261 60,704 61,157 61,530 61,525 61,421

Out of the total road network of Rajasthan including Panchayat and PanchayatUnion, and Municipal and Forest roads 72% was surfaced.

The average road density for Rajasthan is 276km per lakh of population of 165. asagainst all India average of 240km per lakh of population of 2001.

Likewise Rajasthan is having a road length of 132km per 100 Sq.km of area as againstall India figure of 140km per 100 Sq.km. It is seen therefore that the above figurespertains to Rajasthan are lower than all India figure.

3.7.5 Vehicle Population

The No. of Motorised vehicles registered in Rajasthan as per 2004-05 is furnished inTable 3.11

Table 3.11Registered Vehicles in Rajasthan for 2004-05

S. No. Type of Vehicles No. of Vehicles1 Car/Jeep/Van 68,3022 Buses 28,0543 Trucks 1,45,6364 Tractors Trailer 1,23,5685 3 Wheelers 33,2646 2 Wheelers 61,06,0577 Others 18,776

Total 71,88,260


26/166


27/166


Page 27 of 166

Table 3.14NSDP of Rajasthan at Constant Price of 1993-94

Sl.No

Sector 1993-1994

1994-1995

1995-1996

1996-1997

1997-1998

1998-1999

1999-2000

2000-2001

2001-2002

2002-2003

2003-2004

2004-2005

1 Primary 135.50 151.22 131.06 129.68 141.19 154.37 145.78 152.52 152.47 118.17 115.66 132.32

2 Secondary 166.09 189.63 208.61 207.16 211.19 205.79 229.21 248.04 215.65 238.79 228.28 239.22

3 Tertiary 214.83 238.57 258.92 296.31 325.83 344.88 371.85 403.95 411.06 444.17 483.25 529.83

Total 516.42 579.42 598.59 623.15 678.21 705.04 746.84 804.51 779.18 801.13 827.19 901.37

Per capitaIncome 8,955 9,932 10,147 10,451 11,260 11,592 12,167 12,994 12,484 12,696 12,976 13,999

3.8.2 Per Capita Income Growth

The Per Capita Income at current prices was Rs.8,955 in 1993-94, which has increasedto Rs.18,337 in 1999-2000 and to Rs.25,965 in 2004-05. The corresponding annualgrowth rate achieved was estimated at 8.08%.

The same at constant prices of 1993-94 was Rs.8,955 in 1993-94 and increased toRs.12,151 in 1999-2000 and Rs.13,999 in 2004-05. the corresponding annual growth rateachieved was estimated at 3.01%.

In terms of contribution to the state income, the services sector contributes 61%followed by secondary sector with 25% and primary sector with 13%. Perusal ofNSDP index at constant prices reveal Trade, Hotels and restaurants as major economicactivity followed by Manufacturing, Financing, Insurance and Real Estates,Agriculture and Community services.

3.8.3 Growth Trend

The NSDP sector wise, both at constant and current prices for the period from 1993-94to 2004-05 are furnished in the graph shown in Figure 3.1 & 3.2. It is seen there fromthat the annual growth of the state has been fluctuating with little up and downs butshowing overall increase over a period of 10 years.


28/166


29/166

Chapter 4 Traffic Survey & Analysis

Page 29 of 166

Vehicle registration particulars, both passenger and goods in the country arefurnished below in Table 4.3 for the years 1997 to 2002.

Table 4.3Registration of Vehicles

Year All Vehicles Passenger Goods1997 37,332,600 41,04,0001998 41,367,600 45,14,0001999 44,875,000 48,97,0002000 48,857,000 53,19,0002001 54,991,000 57,95,0002002 58,863,000 61,00,000

The Ministry of Shipping, Road Transport & Highways has time and again pointed

out the increase in traffic accidents in the country. The number of accidents occurredduring 2000 is in the order of 81,000. The year wise details of accident occurred in allIndia basis are furnished here under in Table 4.4

Table 4.4Accidents Details

Years No. of Accidents Fatal Injured1997 1998 3,69,000 79,000 3,86,0001998 1999 4,14,000 81,000 4,18,0001999 2000 4,49,000 85,000 4,53,000

Gross Domestic Product at current price and at 1993 1994 price for a period from1990-91 to 2003-04 and the current growth rate in percentage are furnished in Table4.5 shown below.

Table 4.5Gross Domestic Product

Year At Current Price % At 1993- 94 Price %1990-91 568,674 - 771,450 -1995-96 1,188,012 21.75 995,450 5.811998-99 1,740,985 15.51 1,182,021 6.25

1999-2000 1,936,831 11.25 1,266,284 7.132000-01 2,089,499 7.88 1,316,201 3.942001-02 2,282,143 9.22 1,384,011 5.152002-03 2,469,564 8.21 1,447,595 4.592003-04 2,772,194 12.25 1,567,399 8.28


30/166


Page 30 of 166

4.1.2 Rajasthan StatisticsThe area of Rajasthan is Sq. Km

The Population of Rajasthan has grown as shown below in Table 4.6

Table 4.6State Population

Year Population % Growth1911 20.90 Millions 8.57%1921 21.63 Millions 3.47%1931 23.47 Millions 8.52%1941 26.27 Millions 11.91%1951 30.12 Millions 41.75%1961 33.69 Millions 11.85%1971 41.20 Millions 22.30%1981 48.41 Millions 17.54%

1991 55.85 Millions 15.39%2001 62.11 Millions 11.72%

It is seen there from that the total length of the straight roads remained static whereasthe volume of vehicles plying on these roads have shown upward growth.

The total length of National Highways in the state of Rajasthan has grown from 2002Kms in 1999 to 4254 Km in 2006 as shown below in Table 4.8

Table 4.8Length of NH

Years Length (Km)1991 20021998 25871999 37882000 -2001 38622002 38502003 3852

2004 40912005 40912006 4254


31/166


Page 31 of 166

The registered vehicles has grown as shown below in Table 4.9

Table 4.9Registered Motor Vehicle

Year No. of Vehicles

1997 31,81,8191998 36,14,2481999 40,70,7342000 46,07,2282001 51,62,0822002 56,58,0912003 62,09,0372004 67,52,4732005 74,03,7442006 82,22,730

The statistics relating to accidents and fatalities occurred in the state during the periodfrom 2002 to 2006 are furnished below in Table 4.10

Table 4.10Details of Accidents

Year No ofAccidents FatalGrievousInjuries

MinorInjuries

2002 53,503 9,9392003 51,025 9,275 5,830 32,1832004 52,505 9,507 5,163 31,6002005 51,152 9,215 4,875 38,2222006 55,145 11,009 4,992 32,841

The State Economic Indicatory NSDP and Per Capital Income for the period from1993-94 to 2004-05 with percentage of growth are furnished Table 4.11 below.

Table 4.11State Economic Indication

Year NSDP % Growth PCI (lacs) % Growth1993-94 5,164,329 - 8.955 -1994-95 5,794,317 12.20 9.932 10.911995-96 5,986,121 3.31 10.147 2.16

1996-97 6,231,570 4.10 10.451 3.001997-98 6,782,227 8.84 11.260 7.741998-99 7,050,517 3.96 11.592 2.95

1999-2000 7,468,504 5.93 12.167 4.962000-01 8,044,255 7.72 12.994 6.802001-02 7,791,952 3.15 12,484 3.922002-03 8,011,378 2.82 12.696 1.702003-04 8,271,993 3.25 12.976 2.212004-05 9,013,787 8.97 13.999 7.88


32/166


33/166


Page 33 of 166

To determine the travel pattern as well as types and weight of the commoditiescarried out by trucks.

To determine the spectrum of actual loads and the vehicle damaging factor ofcommercial vehicles.

To determine the turning movements of traffic at intersections

To identify traffic bottlenecks and the need for the bypasses to congested urbanareas.

To determine parking area and facility requirements.

In order to fulfil the above objectives, the following traffic surveys were carried out inthe project section.

Traffic volume count surveys at 4 locations for 7 days.

Origin & Destination surveys for 24 hours at 2 locations

Turning movement surveys for 24 hours at 2 locations

Accident data collection and analysis.

4.2.2 Classified Traffic Volume CountTraffic volume count studies are the initial steps of any road project whetherimprovements or new construction. These studies are the base for deciding the

components of the road way, such as width of road way, pavement layer compositionetc., Count of traffic is the basic study required in connection with many types ofHighway project. Knowledge of the vehicular traffic using a road network isimportant for understanding the efficiency at which the system works at present.

The project road was divided into 4 sections. Traffic studies at mid blocks of these 4sections are carried out at the following 4 different locations. The Count stationlocations are shown in Annexure 4.01

L1: @Km 6/500 - After Phalodi

L2: @Km 39/900 - After Lohawat

L3: @Km 90/000 - After Osian

L4: @Km 119/500- After Mathania.


34/166


Page 34 of 166

At each location, traffic was counted manually and continuously for 24 hours for 7days. The number of vehicles passing through was recorded in every 15 minutesintervals for 15 different categories of vehicles. The classified traffic volume countwas carried out from Morning 08:00 Hours to 08:00 Hours of next day, during theperiod from 18/05/2010 to 25/05/2010.

The date wise details of traffic volume count, Average Hourly Variation of ADTvehicle wise and Hourly Variation of total no of vehicle and PCUs, with daily trafficvariation category wise in the form of bar chart, hourly variation vehicle wise in theform of graph and percentage share of traffic in the form of pie chart for each of 4traffic count locations are furnished in Annexure 4.02 1 to 4.02 24


35/166


Page 35 of 166

Annexure 4.02 01Average Daily Traffic (Location : km 119.000)

Motorised Pasenger Vehicle Motorised Goods Vehicle Wheelers Bus

T o t a l

P C U

Truck Tractor

T o t a l

P C UDay

(24Hour) T w

o

T h r e e

C a r

J e e p

M i n i

F u l l

L C V

2 - A x l e

3 - A x l e

M u l t i A x l e

W i t h

T r a i l o r

W i t h o u t

T r a i l o r

PCU 0.5 1 1 1 1.5 3 1.5 3 3 4.5 4.5 1.5 18 18.05.10 1469 53 835 543 178 183 3261 2982 298 228 98 18 69 36 747 1871 19.05.10 1290 30 636 590 89 152 2787 2491 364 214 130 13 95 24 840 2100 20.05.10 1493 70 662 775 79 156 3235 2840 349 244 111 24 89 22 839 2130 21.05.10 1306 56 716 670 81 151 2980 2670 413 250 149 40 72 20 944 2351

22.05.10 1395 47 852 556 83 168 3101 2781 336 248 123 26 59 18 810 2027 23.05.10 1749 199 747 633 147 162 3637 3160 311 216 116 23 51 28 745 1838 24.05.10 1478 40 645 582 73 224 3042 2788 436 231 132 24 86 27 936 2279 Total 10180 495 5093 4349 730 1196 22043 19710 2507 1631 859 168 521 175 5861 14594 ADT 1454 70.7 727.6 621.3 104 171 3149 2816 358 233 123 24 74.4 25 837.3 2085 ADTPCU

727.1 70.7 727.6 621.3 156 513 537 699 368 108 335 37.5


36/166


Page 36 of 166

Annexure 4.02- 02Hourly Variation of Traffic

TIME

(Hourly)

Motorised Passenger Vehicle Motorised Goods Vehicle NoWheelers Bus

T o t a l

P C U

Truck Tractor Total PCU Slow v

T w o

T h r e e

C a r

J e e p

M i n i

F u l l

L C V

2 - A x l e

3 - A x l e

M u l t i A x l e

W i t h T r a i l o r

W i t h o u t T r a i l o r

C y c l e

PCU 0.5 1 1 1 1.5 3 1.5 3 3 4.5 4.5 1.5 0.5 10.00 -11.00AM

101 3 49 36 6 14 209 189.5 18 11 7 2 5 1 44 114 1

11.00 -12.00PM

155 4 58 43 6 17 283 242.5 20 11 6 1 4 1 43 105 1

12.00 -1.00PM

85 3 46 41 7 12 194 179 23 8 8 1 4 2 46 108 1

1.00 -2.00 PM

77 4 41 34 9 10 175 161 16 11 3 0 2 1 33 76.5 0

2.00 -3.00 PM

57 6 39 32 8 8 150 141.5 16 10 6 2 2 1 37 91.5 1

3.00 -4.00 PM

61 7 39 34 10 16 167 173.5 18 9 5 1 5 2 40 99 1

4.00 -5.00 PM

71 8 37 38 9 13 176 171 14 10 6 2 4 2 38 99 1

5.00 -6.00 PM

83 9 37 35 10 14 188 179.5 21 12 4 2 4 2 45 109.5 3

6.00 -7.00 PM

108 3 52 47 10 9 229 198 18 12 5 2 4 3 44 109.5 2

7.00 -8.00 PM

116 4 50 50 5 9 234 196.5 22 13 6 0 6 3 50 121.5 1

8.00 - 92 2 47 32 5 5 183 149.5 22 11 6 0 3 2 44 100.5 0


37/166


Page 37 of 166

9.00 PM 9.00 -10.00PM

65 2 36 26 1 4 134 110 21 13 6 0 3 1 44 103.5 0

10.00 -11.00PM

33 4 30 18 0 5 90 83.5 12 8 4 2 2 0 28 72 0

11.00 -12.00PM

12 1 21 10 0 1 45 41 10 6 4 1 0 0 21 49.5 0

12.00 -1.00 AM

4 0 11 9 0 0 24 22 8 6 4 1 0 0 19 46.5 0

1.00 -2.00 AM

1 0 4 4 0 0 9 8.5 4 5 2 1 1 0 13 36 0

2.00 -3.00 AM

2 1 5 5 0 3 16 21 12 6 4 1 1 0 24 57 0

3.00 -4.00 AM

1 0 4 2 0 1 8 9.5 7 5 3 0 0 0 15 34.5 0

4.00 -5.00 AM

7 0 4 3 0 1 15 13.5 7 7 4 0 1 0 19 48 0

5.00 -6.00 AM

17 0 6 7 1 2 33 29 8 9 3 2 1 0 23 61.5 0

6.00 -7.00 AM

42 2 23 16 2 2 87 71 9 10 5 1 4 1 30 82.5 1

7.00 -8.00 AM

69 1 27 27 4 5 133 110.5 16 11 7 1 4 0 39 100.5 1

8.00 -9.00 AM

99 2 30 36 6 8 181 150.5 17 14 8 0 4 2 45 112.5 1

9.00 -10.00AM

98 2 33 36 5 13 187 166.5 20 15 9 0 7 2 53 136.5 1

ADT 1456

68 729 621 104 172 3150

2818 359 233 125 23 71 26 837 2075 16

%ageShare 36.3% 1.7% 18.2% 15.5% 2.6% 4.3% 78.6% 9.0% 5.8% 3.1% 0.6% 1.8% 0.6% 20.9% 0.4%


38/166


Page 38 of 166

Annexure 4.02-03Location :Km 109.00

Annexure 4.02-04Location :Km 109.00

0

50

100

150

200

250

300

350

400

1 0 . 0

0 -

1 1 . 0 0 A M

1 1

. 0 0 -

1 2

. 0 0 P M

1 2 . 0

0 -

1 . 0

0 P M

1 . 0

0 -

2 . 0

0 P M

2 . 0

0 -

3 . 0

0 P M

3 . 0

0 -

4 . 0

0 P M

4 . 0

0 -

5 . 0

0 P M

5 . 0

0 -

6 . 0

0 P M

6 . 0

0 -

7 . 0

0 P M

7 . 0

0 -

8 . 0

0 P M

8 . 0

0 -

9 . 0

0 P M

9 . 0

0 -

1 0

. 0 0 P M

1 0

. 0 0 -

1 1

. 0 0 P M

1 1

. 0 0 -

1 2 . 0

0 A M

1 2 . 0 0 -

1 . 0

0 A M

1 . 0 0 -

2 . 0

0 A M

2 . 0 0 -

3 . 0

0 A M

3 . 0 0 -

4 . 0

0 A M

4 . 0 0 -

5 . 0

0 A M

5 . 0 0 -

6 . 0

0 A M

6 . 0 0 -

7 . 0

0 A M

7 . 0 0 -

8 . 0

0 A M

8 . 0 0 -

9 . 0

0 A M

9 . 0

0 -

1 0 . 0

0 A M

T o t a

l N o s

. / P C U s

Average Hourly Variation

Total No.

PCUs

0

500

1000

1500

2000

2500

3000

3500

4000

4500

5000

T o t a

l N o s

. / P C U s

Daily Traffic Variation

Non Motorised

Motorised Goods Vehicle

Motorised Passenger Vehicle


39/166


Page 39 of 166

Annexure 4.02- 05Location :km 109.00

Annexure 4.02 06Location :km 119.00

Two36%

Three2%

Car18%

Jeep15%

Mini3%

Full4%

LCV9%

2-Axle6%

3-Axle3%

Multi Axle1%

With Trailor2%

Without Trailor1%

Cycle0%

Animals / Carts0%Others

0%

%age Share of traffic

0

20

40

60

80

100

120

140

160

180

T o t a

l N o s

.

Hourly Variation Vehiclewise

2 Wheeler

3 Wheeler

Car

Jeep

Mini Bus

Bus

LCV

2-Axle

3-Axle

Multi Axle


40/166


Page 40 of 166

Annexure 4.02 07Average Daily Traffic (Location : Km 109/500)


T o t a l

P C U

Truck Tractor

T o t a l

P C UDay

(24Hour) T w

o

T h r e e

C a r

J e e p

M i n i

F u l l

L C V

2 - A x l e

3 - A x l e

M u l t i A x l e

W i t h

T r a i l o r

W i t h o u t

T r a i l o r

PCU 0.5 1 1 1 1.5 3 1.5 3 3 4.5 4.5 1.5 18 18.05.10 196 15 185 131 20 33 580 558 156 72 66 24 24 3 345 868.5 19.05.10 477 18 630 378 65 138 1706 1776 220 151 146 32 59 15 623 1653 20.05.10 652 12 532 401 56 151 1804 1808 256 162 130 45 23 41 657 1628

21.05.10 526 11 502 420 28 164 1651 1730 273 136 161 46 30 29 675 1686 22.05.10 657 7 563 504 23 174 1928 1959 247 108 128 27 22 12 544 1317 23.05.10 497 10 587 404 18 167 1683 1778 242 132 145 18 20 6 563 1374 24.05.10 569 0 565 496 3 173 1806 1869 270 134 137 44 36 22 643 1611 Total 3574 73 3564 2734 213 1000 11158 11478 1664 895 913 236 214 128 4050 10137 1ADT 511 10 509 391 30 143 1594 1640 238 128 130 34 31 18 579 1448 ADTPCU

255.3 10.4 509.1 390.6 45.6 429 356.6 384 391 152 138 27.4 8


41/166


42/166


Page 42 of 166

8.00 -9.00 PM

59 1 26 20 3 2 111 87 16 7 5 1 2 1 32 75

9.00 -10.00PM

40 1 22 17 0 3 83 69 17 7 3 1 2 1 31 70.5

10.00 -11.00PM

31 1 25 18 0 4 79 71.5 11 6 5 2 2 0 26 67.5

11.00 -12.00AM

23 0 28 13 0 3 67 61.5 14 5 5 1 1 1 27 61.5

12.00 -1.00 AM

21 0 22 15 2 5 65 65.5 9 4 5 0 1 1 20 46.5

1.00 -2.00 AM

22 0 19 16 2 4 63 61 8 5 2 1 1 1 18 43.5

2.00 -3.00 AM

21 0 18 13 1 6 59 61 10 5 7 1 1 1 25 61.5

3.00 -4.00 AM

23 0 19 18 2 3 65 60.5 6 5 5 0 0 1 17 40.5

4.00 -5.00 AM

20 0 19 12 1 5 57 57.5 12 8 6 0 0 2 28 63

5.00 -6.00 AM

20 0 15 16 3 6 60 63.5 10 8 9 1 2 2 32 82.5

6.00 -7.00 AM

29 1 25 19 3 7 84 85 12 8 7 1 2 2 32 79.5

7.00 -8.00 AM

42 0 30 25 3 11 111 113.5

15 6 6 1 3 1 32 78

8.00 -9.00 AM

58 0 32 29 5 12 136 133.5

18 8 7 1 2 1 37 87

9.00 -10.00AM

60 1 38 25 4 12 140 136 18 10 11 0 3 2 44 106.5

ADT 983 24 630 495 81 149 2362 2209 313 179 138 25 45 30 730 1781 1

%ageShare

31.6%

0.8%

20.3%

15.9%

2.6%

4.8%

76.0%

10.1%

5.8%

4.4%

0.8%

1.4%

1.0%

23.5%

0


43/166


Page 43 of 166

Annexure 4.02 09

Average Hourly Variation at Km 109/500

Annexure 4.02 -10

Daily Traffic Variation at Km 109/500

0

50

100

150

200

250

300

T o t a

l N o s

. / P C U s


Total Nos.

PCUs

0

500

1000

1500

2000

2500

3000

T o t a

l N o s

. / P C U s


Non Motorised Vehicle


Motorised Pessenger Vehicle


44/166


45/166


Page 45 of 166

Annexure 4.02 13

Average Daily Traffic at km 6/00


T o t a l

P C U

Truck Tractor

T o t a l

P C UDay

(24Hour) T w

o

T h r e e

C a r

J e e p

M i n i

F u l l

L C V

2 - A x l e

3 - A x l e

M u l t i A x l e

W i t h

T r a i l o r

W i t h o u t

T r a i l o r

PCU 0.5 1 1 1 1.5 3 1.5 3 3 4.5 4.5 1.5 18 018.05.10 1391 129 410 577 224 111 2842 2481 217 175 53 5 117 23 590 1593 19.05.10 1270 143 345 407 23 74 2262 1787 243 228 150 18 108 39 786 2124 20.05.10 1156 128 391 430 16 98 2219 1845 203 209 170 27 107 23 739 2079 21.05.10 1305 117 373 432 18 103 2348 1911 299 171 196 30 112 14 822 2210

22.05.10 1281 127 372 501 14 86 2381 1920 283 178 163 24 106 17 771 2058 23.05.10 1295 127 467 399 25 77 2390 1909 287 184 165 16 108 23 783 2070 24.05.10 1079 76 472 467 21 77 2192 1817 274 192 195 38 122 19 840 2321 Total 8777 847 2830 3213 341 626 16634 13668 1806 1337 1092 158 780 158 5331 14454 2ADT 1254 121 404 459 49 89 2376 1953 258 191 156 23 111 23 762 2065 ADTPCU

626.9 121 404.3 459 73.1 268 387 573 468 102 501 33.9 1


46/166


Page 46 of 166

Annexure 4.02 - 14

Hourly Variation of Traffic at km. 6/00

TIME

(Hourly)

Motorised Passenger Vehicle Motorised Goods Vehicle Wheelers Bus

T o t a l

P C U

Truck Tractor Total

PCU

T w o

T h r e e

C a r

J e e p

M i n i

F u l l

L C V

2 - A x l e

3 - A x l e

M u l t i A x l e

W i t h T r a i l o r

W i t h o u t T r a i l o r

PCU 0.5 1 1 1 1.5 3 1.5 3 3 4.5 4.5 1.5 0.10.00 -11.00AM

71 5 35 27 4 8 150 132.5 13 10 7 2 7 1 40 112.5

2

11.00 -12.00PM

86 8 40 28 4 8 174 149 12 10 7 0 5 1 35 93 4

12.00 -1.00PM

83 7 39 32 5 8 174 151 16 11 7 2 5 1 42 111 3

1.00 -2.00 PM

77 6 32 30 7 7 159 138 17 12 5 0 5 1 40 100.5

2

2.00 -3.00 PM

75 5 29 30 4 7 150 128.5 16 11 7 2 5 1 42 111 2

3.00 -4.00 PM

75 5 30 32 5 10 157 142 14 12 7 1 5 2 41 108 1

4.00 -5.00 PM

73 4 34 36 5 13 165 157 15 11 6 2 6 1 41 111 0

5.00 -6.00 PM

70 4 28 28 7 10 147 135.5 17 10 5 1 6 2 41 105 2

6.00 -7.00 PM

87 4 36 38 8 8 181 157.5 15 10 5 1 6 1 38 100.5

1

7.00 - 104 6 32 40 6 7 195 160 19 11 6 0 6 2 44 109. 0


47/166


48/166


Page 48 of 166

Annexure 4.02 15

Average Hourly Variation at km 6/00

Annexure 4.02 16

Daily Traffic Variation at km 6/00

0

50

100

150

200

250

300

T o t a

l N o s

. / P C U s


Total Nos.

PCUs

0

500

1000

1500

2000

2500

3000

3500

4000

T o t a

l N o s

. / P C U s


Non Motorised Vehicle


Motorised Passenger Vehicle


49/166


50/166
