Consultancy Services for Preparation of Feasibility Report for ...

Consultancy Services for Preparation of Feasibility Report for Two Lane, With Paved Shoulders, of Selected Stretches of Newly Declared/Existing State Highways Under (Package-A) Improvement of Anjania – Ramnagar– Regaon – Chubhawal – Chakdehi - Khinha Road (Length - 74.193 Km) In the State of Madhya Pradesh.

Main Report

Road Name: - Anjania – Ramnagar– Regaon – Chubhawal – Chakdehi -

Khinha Road

Total Length –74.193 Km

MADHYA PRADESH ROAD DEVELOPMENT CORPORATION`

July

2020

Consultants:

M/s Highway Engineering Consultant Consortium

Brisk Engineering Consultants & Technocrats Pvt. Ltd.

JM-89/3C, behind Panchwati Market, Saket Nagar,

Bhopal (M.P.)

Email: [email protected]

Table of Contents

CHAPTER – 1 ........................................................................................................................................................................ 9

EXECUTIVE SUMMARY ..................................................................................................................................................... 9

1.1. Introduction ................................................................................................................................................................ 9

1.2. Objective & Scope of the Consultancy Services ...................................................................................................... 9

1.3. Project Stages ........................................................................................................................................................... 10

1.4. Structures ................................................................................................................................................................. 10

1.5. Organization of Detailed Feasibility Report ............................................................................................................ 11

1.6. Project Location & Background .............................................................................................................................. 11

1.7. Project Description .................................................................................................................................................. 12

1.8. Summary of Investigations and Evaluations ............................................................................................................. 13

1.8.1. Design Standards ................................................................................................................................................. 13

1.8.1.1. Terrain Classification ........................................................................................................................................... 13

1.8.1.2. Design Speed ....................................................................................................................................................... 13

1.8.1.3. Cross-sectional Element ...................................................................................................................................... 13

1.8.2. Improvement Proposal ......................................................................................................................................... 13

1.8.3. Proposed Lane Configuration .............................................................................................................................. 13

1.8.4. Shoulders ............................................................................................................................................................. 16

1.8.5. Traffic & Pavement Summary ............................................................................................................................. 16

1.8.6. Structural Summary ............................................................................................................................................. 16

1.8.7. Road Side Drainage ............................................................................................................................................. 17

1.8.8. Junctions .............................................................................................................................................................. 18

1.8.9. Project Cost ......................................................................................................................................................... 20

CHAPTER – 2 ...................................................................................................................................................................... 23

PROJECT DESCRIPTION ................................................................................................................................................... 23

2.1. Introduction .............................................................................................................................................................. 23

2.2. Description of the Project ........................................................................................................................................ 23

2.2.1. Chainage Reference system ................................................................................................................................. 23

2.2.2. Existing Alignment .............................................................................................................................................. 25

2.2.3. Carriageway / Roadway / Right of Way .............................................................................................................. 26

2.2.4. Terrain ................................................................................................................................................................. 26

2.2.5. Land Use, Religious Structures and Buildings .................................................................................................... 27

2.2.6. Towns, Village and Built-up Areas ..................................................................................................................... 28

2.2.7. Geometry ............................................................................................................................................................. 29

2.2.8. Pavement ............................................................................................................................................................. 30

2.2.9. Intersections ......................................................................................................................................................... 31

2.2.10. Grade-Separated Structures (ROB/RUB/Underpass/Flyovers) ........................................................................... 33

2.2.11. Cross-drainage Structures .................................................................................................................................... 33

2.2.12. Project Facilities .................................................................................................................................................. 43

2.2.13. Utilities ................................................................................................................................................................ 43

2.2.14. Forest Area .......................................................................................................................................................... 43

2.2.15. Road Side Furniture/Traffic Control Devices ...................................................................................................... 44

2.2.16. Road Safety ......................................................................................................................................................... 44

CHAPTER – 3 ...................................................................................................................................................................... 45

ENGINEERING SURVEYS AND INVESTIGATIONS ..................................................................................................... 45

3.1 Preliminary Surveys ................................................................................................................................................. 45

3.2 Road Inventory ........................................................................................................................................................ 45

3.2.1 Terrain and Land Use .............................................................................................................................................. 46

3.2.2 Terrain ..................................................................................................................................................................... 46

3.2.3 Carriageway Width .................................................................................................................................................. 46

3.2.4 Towns and Built-up Areas ....................................................................................................................................... 47

3.2.5 Cross-roads/ Intersections/ Level Crossings ........................................................................................................... 48

3.3 Road and Pavement Condition Survey .................................................................................................................... 49

3.4 Inventory and Condition Survey of Structures ........................................................................................................ 53

3.4.1 Inventory of Structures ............................................................................................................................................ 53

3.4.2 General Comments .................................................................................................................................................. 54

3.4.3 Condition observed in Bridges and Other Structures .............................................................................................. 54

3.5 Topography Survey ................................................................................................................................................. 55

3.5.1 Fixing of Major Control Stations ............................................................................................................................. 55

3.5.2 Control Traverse Survey .......................................................................................................................................... 55

3.5.3 Ground Surface Survey ............................................................................................................................................ 55

3.6 Soil and Material Investigations & Analysis ........................................................................................................... 64

3.6.1 Investigations Carried Out: ...................................................................................................................................... 65

3.6.2 Existing Sub grade and Embankment Soil Investigations ....................................................................................... 65

3.6.3 TOE SOIL INVESTIGATION (Portion to be widened).......................................................................................... 65

3.6.4 CONSTRUCTION MATERIALS INVESTIGATION ........................................................................................... 66

3.6.5 Borrow Area ............................................................................................................................................................ 66

3.6.6 Borrow Pits for Construction Materials ................................................................................................................... 66

3.6.7 Manufacture Material............................................................................................................................................... 66

CHAPTER – 4 ...................................................................................................................................................................... 79

TRAFFIC SURVEY AND ANALYSIS ............................................................................................................................... 79

4.1 Introduction .......................................................................................................................................... 79

4.2 Traffic Surveys and locations .............................................................................................................. 79

4.3 Traffic Surveys Analysis ...................................................................................................................... 83

4.3.1 Average Daily traffic ....................................................................................................................... 83

4.3.2 Temporal Variation .......................................................................................................................... 84

4.3.3 Traffic Composition ......................................................................................................................... 88

4.3.4 Annual Average Daily Traffic (AADT) ........................................................................................... 93

4.3.5 Axle Load Survey ............................................................................................................................ 93

4.3.6 Turning Moment Count ................................................................................................................... 95

4.3.7 Traffic Growth Rates ..................................................................................................................... 100

4.3.8 Traffic Forecasts ............................................................................................................................ 100

4.3.9 Lane Requirement .......................................................................................................................... 106

4.3.10 Million Standard Axle (MSA) ....................................................................................................... 107

4.3.11 Pavement crust Thickness of Flexible Pavement ........................................................................... 110

4.3.12 Pavement Curst Thickness of Rigid Pavement for New Construction .......................................... 110

CHAPTER – 5 .................................................................................................................................................................... 111

IMPROVEMENT PROPOSALS ........................................................................................................................................ 111

5.1 General ............................................................................................................................................... 111

5.2 Alignment and Geometry ................................................................................................................... 111

5.3 Cross Sectional Details ...................................................................................................................... 111

5.3.1 Lane Width ..................................................................................................................................... 111

5.3.2 Shoulders ........................................................................................................................................ 111

5.3.2.1 Side Slopes ..................................................................................................................................... 120

5.3.3 Camber/Cross-fall .................................................................................................................................................. 120

5.4 Pavement Design ................................................................................................................................................... 120

5.4.1 Design Traffic ........................................................................................................................................................ 120

5.4.2 Design Life ............................................................................................................................................................ 120

5.4.3 Vehicle Damage Factors ........................................................................................................................................ 121

5.4.4 MSA Calculation ................................................................................................................................................... 121

5.4.5 CBR Value ............................................................................................................................................................. 121

5.4.6 Crust Compositions for new construction .............................................................................................................. 121

5.5 Junctions Improvement .......................................................................................................................................... 122

5.6 Land Acquisition .................................................................................................................................................... 123

5.7 Proposal for structures ........................................................................................................................................... 124

5.8 Road Furniture and other Wayside Amenities ....................................................................................................... 137

5.8.1 Road Markings ....................................................................................................................................................... 137

5.8.2 Road Signs (Cautionary, Mandatory and Informatory Signs) ................................................................................ 138

5.8.3 Kilometer Stone Details ......................................................................................................................................... 138

5.8.4 Proposed Truck Lay Bay ....................................................................................................................................... 138

5.8.5 Proposed Bus Shelters............................................................................................................................................ 138

5.8.6 Metal Beam Crash Barriers .................................................................................................................................... 139

5.8.7 Drain ...................................................................................................................................................................... 141

5.8.8 Retaining Wall ....................................................................................................................................................... 142

6 COST ESTIMATE ..................................................................................................................................................... 143

6.1 General ................................................................................................................................................................... 143

6.2 Quantification ........................................................................................................................................................ 143

6.3 Rate Analysis and Cost Estimate ........................................................................................................................... 144

7 Conclusion & Recommendation ................................................................................................................................ 146

7.1 Conclusions ............................................................................................................................................................ 146

7.2 Recommendations .................................................................................................................................................. 146

List of Tables

Table 1.1: Summary of proposed Typical Cross-sections ..................................................................................................... 14

Table 1.2: Traffic Summary and Requirements .................................................................................................................... 16

Table 1.3: Summary of Structure Proposal ........................................................................................................................... 16

Table 1.4: List of the proposed Covered CC Drains ............................................................................................................. 17

Table 1.5: List of the proposed CC Drains in Forest/Hilly area ............................................................................................ 17

Table 1.6: List of the proposed Major Junction..................................................................................................................... 18

Table 1.7: List of the proposed Minor Junction .................................................................................................................... 18

Table 1.8: SALIENT FEATURES ........................................................................................................................................ 21

Table 2.1: List of Chainage reference ................................................................................................................................... 23

Table 2.2: Terrain along the Project Road............................................................................................................................. 26

Table 2.3: Terrain along the Project Road............................................................................................................................. 27

Table 2.4: List of Built-up Sections ...................................................................................................................................... 28

Table 2.5: Pavement Condition ............................................................................................................................................. 30

Table 2.6: List of Intersections.............................................................................................................................................. 31

Table 2.7: Details of Existing Structures. ............................................................................................................................. 34

Table 2.8: List of Existing Major Bridge .............................................................................................................................. 34

Table 2.9: List of Existing Minor Bridge .............................................................................................................................. 34

Table 2.10: List of Existing Slab & Box Culverts ................................................................................................................ 34

Table 2.11: List of Existing Hume Pipe Culvert ................................................................................................................... 35

Table 2.12: List of Existing VCW & FCW ........................................................................................................................... 38

Table 2.13: List of Existing Cut Stone Culverts ................................................................................................................... 39

Table 2.14: List of Chocked Culvert ..................................................................................................................................... 39

Table 2.15: Forest area .......................................................................................................................................................... 43

Table 3.1: Land use Pattern .................................................................................................................................................. 46

Table 3.2: Terrain along the Project road .............................................................................................................................. 46

Table 3.3: Existing Carriageway Width ............................................................................................................................... 46

Table 3.4: List of Town / Villages along the project road ..................................................................................................... 47

Table 3.5: List of Major Intersections ................................................................................................................................... 48

Table 3.6: List of Minor Intersections ................................................................................................................................... 48

Table 3.7: Criteria for Classification of Pavement Sections .................................................................................................. 50

Table 3.8: Classification of Pavement Sections .................................................................................................................... 52

Table 3.9: Pavement Condition ............................................................................................................................................. 53

Table 3.10: Summary of existing structures .......................................................................................................................... 54

Table 3.11: List of DGPS Pillars........................................................................................................................................... 56

Table 3.12: List of TBM Piler ............................................................................................................................................... 57

Table 3.13: Quantum of Investigations ................................................................................................................................. 65

Table 3.14: Summary of the lab test results of Subgrade Soil Along the existing road ........................................................ 67

Table 3.15: Summary of the Lab. Test Results for O.G.L Soil along the Existing Road ...................................................... 70

Table 3.16: Stone Quarry for Aggregate ............................................................................................................................... 73

Table 4.1: Location and Schedule of different Traffic Surveys ............................................................................................ 79

Table 4.2: PCU Factors as per IRC 64:1990 ......................................................................................................................... 83

Table 4.3: Summary of Average Daily Traffic (ADT).......................................................................................................... 83

Table 4.4: Daily variation of Traffic ..................................................................................................................................... 84

Table 4.5: Hourly variation of Traffic ................................................................................................................................... 86

Table 4.6: Peak Hour Factors observed on the Project Road ................................................................................................ 88

Table 4.7: Traffic Composition Pattern on the Project Road ................................................................................................ 89

Table 4.8 AADT at different survey locations ...................................................................................................................... 93

Table 4.9: VDF observed on the Project Road ...................................................................................................................... 94

Table 4.10: Total peak hour Traffic at CH: 0+000 Km (Section-I) on the Project Road ...................................................... 95

Table 4.11: Total peak hour Traffic at CH:37+600 Km (Section-II) on the Project Road .................................................... 97

Table 4.12: Total peak hour Traffic at CH:73+650 Km (Section-III) on the Project Road .................................................. 98

Table 4.13: Traffic Forecasts .............................................................................................................................................. 101

Table 4.14: Lane Requirement ............................................................................................................................................ 106

Table 4.15: Summary lane requirement& adopted lane configuration ............................................................................... 106

Table 4.16: MSA Calculation at CH:1+000 Km at Section-I ............................................................................................. 107

Table 4.17: MSA Calculation at CH:37+600 Km at Section-II .......................................................................................... 108

Table 4.18: MSA Calculation at CH: 73+200 Km at Section-III ........................................................................................ 109

Table 4.19: Summary of Million Standard Axles (MSA) ................................................................................................... 109

Table 5.1: Proposed widening scheme ................................................................................................................................ 111

Table 5.2: Summary of proposed Typical Cross-sections ................................................................................................... 112

Table 5.3: Summary of Widening Scheme ......................................................................................................................... 112

Table 5.4: ADT & AADT in Base year (2019) ................................................................................................................... 120

Table 5.5: Vehicle Damage Factors .................................................................................................................................... 121

Table 5.6: Traffic in Million Standard Axles ..................................................................................................................... 121

Table 5.7: Proposed Flexible Pavement composition ......................................................................................................... 121

Table 5.8: Proposed Rigid Pavement composition ............................................................................................................. 122

Table 5.9 (a): List of Major Junctions to be improved ........................................................................................................ 122

Table 5.9 (b): List of Minor Junctions to be improved ....................................................................................................... 122

Table 5.10: Detailed proposal of structure .......................................................................................................................... 125

Table-5.11: Summary of CD Structure on the proposed alignment .................................................................................... 137

Table 5.12: Location of Truck Lay Bays ............................................................................................................................ 138

Table 5.13: Proposed location of pick-up bus shelters ........................................................................................................ 138

Table 5.14: Proposed location of Crash Barriers ................................................................................................................ 139

Table 5.15: Proposed locations of Drains ........................................................................................................................... 141

Table 5.16: Proposed Details of Retaining Wall ................................................................................................................. 142

Table 6.1: Cost Abstract ...................................................................................................................................................... 145

List of Figures Figure 1.1: Map of Mandla District ...................................................................................................................................... 12

Figure 1.2: Proposed Road Alignment on Google Map ........................................................................................................ 12

Figure 2.1: Start and End Points ............................................................................................................................................ 25

Figure 2.2: Road Geometry ................................................................................................................................................... 29

Figure 2.3: Pavement Condition ............................................................................................................................................ 30

Figure 2.4: Various Intersections .......................................................................................................................................... 33

Figure 3.1: Pavement Distresses – Pie Charts ...................................................................................................................... 51

Figure- 3.2 Graphical representation of the MDD the project road stretch ........................................................................... 69

Figure-3.3 Graphical representation of the OMC along the project road stretch .................................................................. 69

Figure-3.4 Graphical representation of the soaked CBR values ........................................................................................... 70

Figure- 3.5 Graphical representation of the MDD the project road stretch ........................................................................... 71

Figure- 3.6 Graphical representation of the OMC along the project road stretch ................................................................. 71

Figure- 3.7 Graphical representation of the FSI along the project road stretch .................................................................... 72

Figure- 3.8 Graphical representation of the soaked CBR values .......................................................................................... 72

Figure- 3.9 Quarry Chart ....................................................................................................................................................... 74

Figure- 3.10 Photographs During the Collection of Soil Sample .......................................................................................... 76

Figure- 3.11 Photographs During the Lab Test ..................................................................................................................... 78

Figure 4.1: Daily variation of Traffic .................................................................................................................................... 85

Figure 4.2: Hourly variation of Traffic ................................................................................................................................. 87

Figure 4.3: Traffic Composition Pattern ............................................................................................................................... 92

Figure 4.4: VDF observed along the Project Road ............................................................................................................... 94

Figure 4.5: Peak Hour Directional Traffic observed at section-I .......................................................................................... 96

Figure 4.6: Peak Hour Directional Traffic PCU observed at section-I ................................................................................. 96

Figure 4.7: Peak Hour Directional Traffic PCU observed at section-II ................................................................................ 97

Figure 4.8: Peak Hour Directional Traffic PCU observed at section-II ................................................................................ 98

Figure 4.9: Peak Hour Directional Traffic observed at section-III ....................................................................................... 99

Figure 4.10: Peak Hour Directional Traffic PCU observed at section-III ............................................................................. 99

Figure 5.1: TCS-01 ............................................................................................................................................................ 115

Figure 5.2: TCS-02 ............................................................................................................................................................ 116

Figure 5.3: TCS-03A ......................................................................................................................................................... 117

Figure 5.4: TCS-03B .......................................................................................................................................................... 118

Figure 5.5: TCS-04 ............................................................................................................................................................ 119

HEC Consortium BECT Revision: R0

Consultancy services for preparation of feasibility report for Two lane, with paved shoulders,

of selected stretches of newly declared/existing State Highways under (Package-A)

Improvement of Anjania- Ramnagar – Regaon – Chubhawal – Chakdehi - Khinha Road

(Length – 74.193 km) in the State of Madhya Pradesh

Main

Report

CHAPTER – 1

EXECUTIVE SUMMARY

1.1. Introduction

Government of Madhya Pradesh has entrusted Madhya Pradesh Road Development

Corporation for development of State highways in the state of Madhya Pradesh. M.P

Road Development Corporation represented by the Managing Director has taken initiative

and engaged in the development of state highways. Consultancy services for preparation

of Feasibility report for Two Lane with paved Rigid/Flexi shoulders of selected stretches

of newly declared and existing State Highway roads under Package-A in the State of

Madhya Pradesh. Two lane with paved shoulder configuration to the various consultants

eligible for assignment.

1.2. Objective & Scope of the Consultancy Services

The objective of this consultancy (the “Objective”) is to undertake feasibility studies and

prepare a Feasibility Report of the Project Highway for the purpose of firming up the

Authority’s requirements in respect of development and construction of the Project

Highway and Project Facilities and enabling the prospective bidders to assess the

Authority’s requirements in a clear and predictable manner with a view to ensuring:

i. enhanced safety and level of service for the road users;

ii. superior operation and maintenance enabling enhanced operational efficiency of the

Project Highway;

iii. minimal adverse impact on the local population and road users due to road construction;

iv. minimal adverse impact on environment;

v. minimal additional acquisition of land; and

vi. Phased development of the Project Highway for improving its financial viability

consistent with the need to minimize frequent inconvenience to traffic that may be caused

if additional works are undertaken within a period of seven years from the

commencement of construction of the Project Highway.

Scope of Services Comprise of:

i. Traffic surveys and demand assessment

ii. Engineering surveys and investigations.

iii. Location and layout of toll plazas

iv. Location and layout of truck lay byes

v. Location and layout of bus bays and bus shelters

vi. Social impact assessment

vii. Environment impact assessment& obtaining TOR from MoEF for environmental clearance

and conduct Public hearing. Consultant shall complete the process of final environmental

clearance from MoEF.






Main

Report

viii. Preliminary Designs of road, bridges, structures, etc. including GAD of ROB's and RUB's.

The consultant shall be responsible for getting approval of Railways for GAD's of

ROB/RUB's.

ix. Preparation of Land Plan Schedules as per revenue records. Preparation of Land documents

to publish notification of various stages as per Land Acquisition Act.

x. Preparation of proposal of forest land diversion as per forest conservation act and obtaining


xi. Preparation of proposal for obtaining clearance from State Wild Life Board and National

Wild Life Board.

xii. Preparation of strip plan for relocation of utility shifting and their estimates for relocation

approved by concerned Competent Authority.

xiii. Preparation of indicative BOQ and rough Cost Estimates

xiv. Financial analysis to assess the viability of the project.

xv. Preparation of Schedules A, B, C, D and H of the Concession Agreement.

xvi. Survey & Investigation of bypasses on the alignment.

xvii. Obtaining Project related clearances from the concerned department/agencies like MOEF,

Pollution control board, forest, wild life boards, Railways etc.

1.3. Project Stages

The main objective of the consultancy service is to establish the technical, economical,

and financial viability of the project and prepare Feasibility Report for up gradation of

existing road to two lane with or without paved shoulders (as may be applicable) or

higher configuration.

Stage 1: Inception Report

Stage 2: Report on Alignment and Traffic Survey results

Stage 3: Indicative GAD of structures

Stage 4: Draft Feasibility Report and Schedules to the Concession Agreement and

Financial analysis

Stage 5: Report on Land Plan Schedules and Utility Relocation

Stage 6: Report on Environment, Social Impact Assessment and Forest clearance report

Stage 7: Final Feasibility Report

Stage 8: (a) Project related clearances from concerned departments

(b) Completion of services including assistance during bid process

1.4. Structures

The services will be undertaken in different parts and is broadly as below;

Part A: As far as possible, the widening/improvement work to two/four/six lane with or

without paved shoulders (as may be applicable) shall be within the existing right

of way avoiding land acquisition

Part B: The Consultant shall study the possible locations and design of toll plaza

(If any). Wayside amenities required on tolled highway shall also be planned.

Part C: The Consultants shall prepare documents for Hybrid Annuity/EPC contracts for

each DPR assignment.






Main

Report

Part D: All ready to implement „good for construction‟ drawings shall be

prepared.

Part E: Environmental Impact Assessment and Environmental Management Plan shall

be carried out by the Consultant meeting the requirements of the Government of

India

Part F: The consultant shall also suggest alternate traffic movement plan during

construction

The Letter of Appointment for this assignment was issued by Chief Engineer (Proc.)

M.P.R.D.C, Bhopal, M.P vide their letter No. 10001/425/MPRDC/Procu/FR/2019,

Dated 16-10-2019.

1.5. Organization of Detailed Feasibility Report

The Draft Feasibility Report is consisting of following chapters

1. Executive Summary,

2. Project Description,

3. Engineering Survey & Investigation,

4. Traffic surveys and analysis,

5. Improvement proposals,

6. Cost Estimates,

7. Conclusion and recommendations,

All data collected from field has been provided as a separate volume (appendix) with the

main report.

1.6. Project Location & Background

The project alignment Anjania – Ramnagar– Regaon – Chubhawal – Chakdehi - Khinha

Road through Mandla district in the state of Madhya Pradesh.

Mandla District is situated in Satpura hills in the state of Madhya Pradesh of India. Mandla

is surrounded by river Narmada on three sides and Narmada river passing through north-

west side of Mandla. The most fertile part of the District falls in the valley of Banjr river

which is an feeder river of Narmada, this fertile part of District is called ‘Haveli’. The hilly

terrain on the southern part of ‘Haveli’ is covered with dense forests. Paddy, wheat and oil

seeds are the majorly produced in the valleys of rivers. The production of lac, timber cutting,

pan cultivation, animal husbandry, production mat and ropes are the people’s main

employments.

For Administrative purpose Mandla District is subdivided into 6 Tehsils and 9 Development

Blocks. There are three major Agricultural Markets- Mandla, Nainpur and Bichhiya in

Mandla District.






Main

Report

Figure 1.1: Map of Mandla District

1.7. Project Description

The name of the Project Road as per RFP is Anjania – Ramnagar– Regaon – Chubhawal –

Chakdehi - Khinha Road in Mandla district in the state of Madhya Pradesh. The start point

of the proposed road is at junction with (NH-30) near Anjania village and Terminating at

(old SH-22) Khinha Rapta Village. The total Design length of the project highway is 74.193

km. The major towns and villages along the project road are Anjania,

Banji,Ahmadpur,Dudka, Lutiya, Chikhli, Chaugan, Palhara, Saliwada, Harra tikur, Munu,

Banjitara, Umariya, Chubhawal, Chakdehi andKhinha rapta etc. A number of small villages

where population is very less are also situated on the project road in scattered manner.

Figure 1.2: Proposed Road Alignment on Google Map






Main

Report

1.8. Summary of Investigations and Evaluations

This relates to the most suitable alignment for the project road sections and for optimum

upgrading of existing road based on field data and detail study involving traffic,

topographic, pavement and road condition and socio-economic aspects. Special attention

has been given for augmentation of capacity for intended level of service in design period.

A few appropriate design applications have been considered for operational efficiency and

road safety.

Pavement design includes flexible pavement through all along the project road. Alignment

options have been developed for the highway sections mostly concentric to existing

alignment avoiding land acquisition on capitalization of existing ROW. Road side

religious structures, graveyards, missionaries etc. have been mostly avoided by adjusting

the alignment suitably and/or by eccentric widening. All major junctions/intersections

have been analyzed with respect to vehicular movements and vehicular turning

movements based on traffic study for providing appropriate grade/grade separated

intersections for cross/turning traffic. Realignment has been fixed in providing the

requisite geometrics to cater to the design speed.

1.8.1. Design Standards

1.8.1.1. Terrain Classification

The project road lies in Plain terrain. The geometric standards relevant to plain & rolling

terrain as contained in IRC: 73-2018 and IRC SP: 48-1998 for hilly terrain been adopted.

1.8.1.2. Design Speed

The ruling design speed for this project has been adopted as 65/80 km/hr. in plain terrain and

the same has been used to determine the various geometric design features. But at certain

curve locations or Mountainous terrain ruling design speed for this project has been adopted

as 40/50 km/hr.

1.8.1.3. Cross-sectional Element

2-Lane with Paved/Earthen shoulder is proposed for the project highway. Cross falls

adopted is 2.5% for the Bituminous Pavement. The cross fall of the paved shoulders has

been kept the same as that of main Carriageway, 3.5% for Hard / Earthen shoulders.

Except where super elevation is applied. On super elevated sections, the shoulders will have

the same cross fall as that of the pavement. The width of shoulders in open area is varies up

to 1.5m earthen shoulder and in built-ups it’s varies up to 1.5m paved shoulder. Typical

cross sections are attached at the end of this report

1.8.2. Improvement Proposal

1.8.3. Proposed Lane Configuration

Two Lane has been proposed for the project road in general. Proposal Typical Cross

Section is given in table below:






Main

Report

Table 1.1: Summary of proposed Typical Cross-sections

S. No Chainage (m)

Length (m) Widening

TCS No. Reference TCS Remarks From To Scheme

1 0 3650 3650 Concentric TCS-01 Fig 2.2 (IRC: SP:73-2018) Start point

2 3650 4400 750 Concentric TCS-02 Fig 2.6 Modified (IRC: SP:73-2018)

3 4400 5550 1150 Concentric TCS-01 Fig 2.2 (IRC: SP:73-2018)



6 6100 6550 450 Concentric TCS-03B Fig 2.8 Modified (IRC: SP:73-2018)





































Main

Report

S. No Chainage (m)

Length (m) Widening



39 47100 47700 600 Concentric TCS-03A Fig 2.8 Modified (IRC: SP:73-2018)























62 64400 74193 9793 Concentric TCS-01 Fig 2.2 (IRC: SP:73-2018) End Point

Total Length 74193






Main

Report

1.8.4. Shoulders

Width of shoulders in open areas 1.5m (Hard/Earthen shoulder). In built-up area 1.5m paved

shoulder/1.5m minimum width earthen shoulder flooring shall be provided on either side of

carriageway as per the drawing attached.

1.8.5. Traffic & Pavement Summary

Present AADT (Annual Average Daily Traffic) have been presented in the table below. Traffic

expected on the project road has been calculated and then projected for 20 years after

completion of construction (up to year 2041). Summary of traffic has been shown in the table

below.

Table 1.2: Traffic Summary and Requirements

Location (km)

Existing Lane Configuration

Design AADT (PCU) For

20th yr.

Lane Requirement

Adopted Lane Configuration

Remarks

1+000 Single lane 4738 Intermediate Lane 2-lane with earthen shoulder

37+600 Single lane 1424 Single Lane 2-lane with earthen shoulder

73+200 Single lane 3201 Intermediate Lane

2-lane with earthen shoulder

If Provide, for flexible pavement BC=30mm, DBM=60mm, WMM=250mm, GSB=200mm,

Subgrade=500mm, for rigid pavement PQC=250, DLC=100, GSB=200, Subgrade=500mm.

Detail analysis of traffic surveys have been provided in the chapter “Traffic Surveys &

Analysis”.

1.8.6. Structural Summary

There are overall 221 Structures in this project road. 161 HPC’s, 09 Slab culverts, 30 VCW’s,

17 FCW, 01 Minor bridge as well as 01 Major Bridge. Existing 01 MJB is retained, One MNB

is reconstructed as MJB, 156 HPC’s are Re-constructed, 04 HPC are upgraded to slab culvert

and One HPC is removed. Out of 09 Slab Culverts, 09 are proposed to re-construction. Out of

30 VCW’s, 04 are converted to HPC, 21 are upgraded to Minor Bridge, 05 is proposed in

reconstruction with slab. Out of 17 FCW, 15 are upgraded to HPC and 02 removed.

Table 1.3: Summary of Structure Proposal

Existing Structures Proposed Structures

Type of Structure Existing Nos. Nos. Type of Proposal

Major Bridge 01 01 Retained

Minor Bridge 01 01 Converted to MJB

Slab Culvert 09 09 Reconstruction

FCW 17 15 Converted to HPC

02 Removed

VCW 30

04 Converted to HPC

05 Converted to Slab Culvert

21 Upgraded to Minor Bridge

HPC 161 156 Reconstruction






Main

Report



04 upgraded to slab culvert

01 Removed

Utility Pipe 02 02 Removed

New Proposal

HPC 46 New Construction

Total 221 267

1.8.7. Road Side Drainage

Drainage system including surface and subsurface drains for the Project Road shall be

provided as per Section 6 of the Manual. Following sections should be provided with lined

drains on both sides:

Table 1.4: List of the proposed Covered CC Drains

Sr. No. Design Chainage Length(m)

Name of Village

Km Km LHS RHS

1 3+650 4+400 750 750 Ahmadpur

2 5+550 6+000 450 450 Dudka

3 15+600 15+850 250 250 Chikhli

4 34+600 34+800 200 200 Ramkhirwariya

5 36+450 37+020 570 570 Munu

6 37+250 38+100 850 850 Saliwada

Length(m) 3070 3070

Total Length (Km) 6.140

Table 1.5: List of the proposed CC Drains in Forest/Hilly area

Sr. No. Design Chainage

Side Length(M) Remarks Km Km

1 6.100 6.140 Right 40 Hill

2 6.140 6.550 Right 410 Forest

3 9.500 9.900 Right 400 Forest

4 10.520 11.000 Left 480 Forest

5 11.120 11.440 Both Side 640 Forest

6 12.800 12.900 Right 100 Forest

7 13.100 13.860 Right 760 Forest

8 20.700 21.200 Left 500 Forest

9 25.800 26.550 Right 750 Hill

10 28.700 29.150 Right 450 Hill

11 32.000 32.400 Left 400 Hill

12 32.240 32.780 Right 540 Forest

13 32.780 33.690 Right 910 Forest

14 33.690 34.000 Right 310 Hill

15 38.700 38.880 Right 180 Hill

16 38.880 39.430 Right 550 Forest

17 39.430 39.800 Right 370 Hill

18 42.300 42.530 Right 230 Hill






Main

Report



19 42.530 42.600 Right 70 Forest

20 42.600 43.400 Right 800 Forest

21 43.400 43.900 Right 500 Forest

22 43.900 44.760 Right 860 Forest

23 44.760 45.000 Right 240 Hill

24 45.000 45.400 Right 400 Hill

25 46.810 46.850 Left 40 Forest

26 46.850 46.950 Left 100 Forest

27 46.950 47.100 Left 150 Forest

28 47.100 47.700 Left 600 Forest

29 47.700 47.900 Left 200 Forest

30 48.100 48.300 Right 200 Forest

31 48.300 48.500 Right 200 Forest

32 48.900 49.300 Right 400 Forest

33 49.300 49.450 Right 150 Forest

34 49.450 49.800 Both Side 700 Forest

35 49.800 50.050 Right 250 Forest

36 53.350 53.950 Left 600 Forest

37 53.950 54.200 Left 250 Forest

38 56.100 56.350 Left 250 Hill

39 57.000 58.350 Right 1350 Hill

40 60.550 60.650 Left 100 Forest

41 60.650 61.480 Both Side 1660 Forest

42 61.480 61.800 Left 320 Forest

43 61.800 62.250 Right 450 Forest

44 62.250 63.400 Right 1150 Forest

45 64.100 64.400 Both Side 600 Forest

Total Length (M) 20610

1.8.8. Junctions

There are 05 Major & 34 Minor Junctions on the existing alignment

Table 1.6: List of the proposed Major Junction

Sl. No. Existing

Chainage (km)

Design Chainage

(km) Type Side

Type of Pavement

Destination

1 0+000 0+000 T Start point CC Mandla To Raipur Road Nh-30

2 16+530 16+530 T both side BT Mandla Salva MDR Road


4 37+660 38+125 X Both BT Crossing NH- 40

5 73+600 74+193 T End point BT Mandla To Niwas Road-SH 22

Table 1.7: List of the proposed Minor Junction

Sl. No Existing

Chainage (Km)

Design Chainage

(Km) Side

Road No.

Type Cross Road Type

Cross Road Name

1 3400 3993 RHS VR T BT Towards Simariya Village

2 7275 7868 RHS VR T CC Towards Bhavjar Village






Main

Report

Sl. No Existing

Chainage (Km)

Design Chainage

(Km) Side

Road No.


Cross Road Name

3 7985 8578 RHS VR T CC Towards Bhavamaal Village

4 9820 10413 RHS VR T CC Towards Lutiya Village

5 12050 12643 LHS VR T BT Towards Dutka Village

6 18500 19093 RHS VR T CC Towards Rampuri Village

7 18610 19203 LHS VR T BT Towards Padriya Village

8 19140 19733 RHS VR T BT Towards Kopariya village

9 21370 21963 RHS VR T CC Towards Palhara Village

10 21590 22183 RHS VR T BT Towards Gohder Village

11 21650 22243 LHS VR T BT Towards Gadi Village

12 22460 23053 LHS VR T ER Towards Palhara Village

13 25850 26443 LHS VR T BT Towards Chandwara Village

14 28310 28903 LHS VR T BT Towards Suna Tekri Village

15 30200 30793 RHS VR T CC Towards Pakhat Tola Village

16 32050 32643 LHS VR T BT Towards Basniya Village

17 32990 33583 LHS VR T BT Towards Kudopani Village

18 34800 35393 RHS VR T BT Towards Machla Village

19 35360 35953 RHS VR T BT Towards Ramkhiriya Village

20 36635 37228 LHS VR T BT Towards Kasota Village

21 39550 40143 LHS VR T CC Towards Baniya Tola Village

22 44127 44720 LHS VR T ER Towards Medo Village

23 46390 46983 LHS VR T BT Towards Singarpur Village

24 49900 50493 LHS VR T BT Towards Umardeeh Village

25 52830 53423 Start VR T CC Towards Khali Tola Village

26 57765 58358 RHS VR T BT Towards Dulhari Village

27 58900 59493 RHS VR T BT Towards Kapa Village

28 64777 65370 LHS VR T BT Towards Naijhar village

29 65000 65593 RHS VR T BT Towards Murlapani Village

30 66250 66843 RHS VR T CC Towards Padriya Village

31 68380 68973 LHS VR T BT Towards Mukas Khurd Village

32 68380 68973 RHS VR T BT Towards Chhapra Village

33 75500 76093 RHS VR T CC Towards Mukas Kala Village

34 72270 72863 RHS VR T CC Towards Khinha village






Main

Report

1.8.9. Project Cost

MADHYA PRADESH ROAD DEVELOPMENT CORP. LTD.

Two laning with paved ridge/flexi shoulders of selected stretches of Newly declared & existing State Highways, Package-A (Length: 346.30 km.)

Road Name: Anjania- Ramnagar- Regaon- Khinha Road Length: 74.193 Km District: Mandla

SUMMARY OF COST

Sl. No. Description ORIGINAL CONTRACT

Amount (in Rs.) Amount (in Cr.)

1 Site Clearance 4401588 0.44

2 Earth Work 120986856 12.10

3 Sub-Bases and Base- Course 269813398 26.98

4 Pavement 388972622 38.90

5 Traffic Signs, Markings & Other Road Appurtenances 101989170 10.20

6 Cross Drainage and Other Structures 591974096 59.20

7 Miscellaneous 15353615 1.54

8 Electrical Work 10268400 1.03

Total Cost (I) 1503759745 150.38

Add GST @12% on Total (I) 180451169 18.05

Add Price Escalation @10% on Total (I) 150375975 15.04

Total (II) 1834586889 183.46

Add contingencies @3% on Total (II) 55037607 5.50

Total (III) 1889624496 188.96

Add Maintenance charges @5% on Total (III) 94481225 9.45

Add Supervision charges @4% on Total (III) 75584980 7.56

Total Cost (IV) including above centages 2059690700 205.97

Cost per Km 40117072 2.78






Main

Report

Table 1.8: SALIENT FEATURES

Description Existing Proposed

Terrain : Plain, Rolling, Hilly Plain, Rolling, Hilly

Length : Existing Length = 73.600 Km Proposed Length = 74.193 Km

Alignment : The existing Alignment is almost Poor except at few locations.

The existing alignment is followed with minor improvements within existing row.

Design Speed

: 40 Km/h to 80Km/h. 40Kmph to 80Kmph.

Cross-Section

:

C/W Width- Varying b/w 3.75m Shoulder- 2.25m

Open area- 52.713 Km Length for Flexible Pavement 1.5m (Earthen Shoulder) +7m (Carriage Way) + 1.5m (Earthen Shoulder) = 10m. & 1.800 km with 1.3(L Type Drain) both side +1.5 (Cement Concrete Shoulder) + 7 m (Carriage Way) +1.5 (Cement Concrete Shoulder) =10m. Built Up area-3.070 Km Length for Rigid Pavement 1.5(Drain) + 1.5m (Paved Shoulder) + 7 m (Carriage Way) +1.5 (Paved Shoulder) + 1.5(Drain) =13 m.

Forest/Hilly area – 2.050 km with Flexible Pavement 1.3(L Type Drain) one side +1.5 (Cement Concrete Shoulder) + 7 m (Carriage Way) +1.5 (Earthen Shoulder) + Retaining Wall =10m. & 14.560 km with 1.3(L Type Drain) one side +1.5 (Cement Concrete Shoulder) + 7 m (Carriage Way) +1.5 (Earthen Shoulder) =10m.

CBR Considered

: - 8%

Traffic (2019)

:

Traffic at different survey locations:

For Flexible Pavement

Section ADT PCU Calculated MSA

Adopted MSA (20 Year)

1+000 1905 1603 0.914 10

37+600 558 480 0.011 10

73+200 1413 1087 0.409 10

Pavement Design Life

: Nil 20 Years

Pavement Crust Thickness for widening & new construction

:

Flexible Rigid

BC - 30mm PQC- 200mm

DBM - 60mm DLC - 100 mm

WMM - 250 mm GSB - 150mm

GSB - 200 mm






Main

Report


Structures :


Type of

Structure Existing Nos. Nos. Type of Proposal





02 Removed

VCW 30

04 Converted to HPC



HPC 161

156 Reconstruction


01 Removed


New Proposal


Total 221 267

Bus - Bay : Nil Nil

Bus Shelters

: 01 35 no’s

Truck Lay Bye

: Nil Nil

Way Side Amenities

: Nil Nil

Toll Plaza : Nil nil

ROW :

ROW For: - Built Up – 13 -20 m

Open area – 10 -22 m

Forest - 6-7

Grade Separator

: Nil Nil

ROBS : Nil Nil

Level Crossing

: Nil Nil

RUBS : Nil Nil

Service Road

: Nil Nil

Slip Road :

Nil Nil

Protection &Other Works

: Crash barrier – 2.65 km

Crash barrier – 20.960 km

Guard stone – 660 nos.

Total Cost (Rs.)

: 205.97 Cr (per km 2.78 Cr)






Main

Report

CHAPTER – 2

PROJECT DESCRIPTION

2.1. Introduction

The general description about the project road, topographic details, site features, important

structures, junctions, pavement characteristics and road safety requirements are described in

detail in this chapter. The land-use details have been collected and linear plans have been

prepared as per the requirement of TOR. The project road in (Package A) Anjania –

Ramnagar– Regaon – Chubhawal – Chakdehi - Khinha Road in the State of Madhya

Pradesh. The total length of the project highway is 74.193 kms.

2.2. Description of the Project

2.2.1. Chainage Reference system

Presently, Km stones can be found along the road side for entire project road.

However, topographic survey carried out for the project road revealed that these

stones are not planted at appropriate locations in terms of the distance between

consecutive stones. The following table describes the proposed chainage vise

location of existing Km stone location.

Table 2.1: List of Chainage reference

S. No Exiting Chainage Design Chainage Remark

1 0+000 00+000 Start Point

2 1+000 01+008

3 2+000 02+016

4 3+000 03+024

5 4+000 04+032

6 5+000 05+040

7 6+000 06+048

8 7+000 07+056

9 8+000 08+064

10 9+000 09+072

11 10+000 10+080

12 11+000 11+088

13 12+000 12+096

14 13+000 13+104

15 14+000 14+112

16 15+000 15+120

17 16+000 16+128

18 17+000 17+136

19 18+000 18+144

20 19+000 19+152

21 20+000 20+160

22 21+000 21+168

23 22+000 22+176

24 23+000 23+184

25 24+000 24+192






Main

Report

S. No Exiting Chainage Design Chainage Remark

26 25+000 25+200

27 26+000 26+208

28 27+000 27+216

29 28+000 28+224

30 29+000 29+232

31 30+000 30+240

32 31+000 31+248

33 32+000 32+256

34 33+000 33+264

35 34+000 34+272

36 35+000 35+280

37 36+000 36+288

38 37+000 37+296

39 38+000 38+304

40 39+000 39+312

41 40+000 40+320

42 41+000 41+328

43 42+000 42+336

44 43+000 43+344

45 44+000 44+352

46 45+000 45+360

47 46+000 46+368

48 47+000 47+376

49 48+000 48+384

50 49+000 49+392

51 50+000 50+400

52 51+000 51+408

53 52+000 52+416

54 53+000 53+424

55 54+000 54+432

56 55+000 55+440

57 56+000 56+448

58 57+000 57+456

59 58+000 58+464

60 59+000 59+472

61 60+000 60+480

62 61+000 61+488

63 62+000 62+496

64 63+000 63+504

65 64+000 64+512

66 65+000 65+520

67 66+000 66+528

68 67+000 67+536

69 68+000 68+544

70 69+000 69+552

71 70+000 70+560

72 71+000 71+568

73 72+000 72+576

74 73+000 73+584

75 73+600 74+193 End Point






Main

Report

2.2.2. Existing Alignment

The name of the project road is Anjania – Ramnagar – Regaon – Chubhawal – Chakdehi - Khinha

Road. The existing length of project road is 73.600 km. Start point of the proposed road is at

junction on NH-30 near Anjania village and Terminating at junction on SH-22 in Khinha Rapta

Village. The major towns and villages along the project road are Anjania, Banji, Ahmadpur,

Dudka, Lutiya, Chikhli, Chaugan, Palhara, Saliwada, Harra tikur, Munu, Banjitara, Umariya,

Chubhawal, Chakdehi and Khinha rapta. A number of small villages where population is very less

are also situated on the project road in scattered manner.

(a) Start Point of the Project Highway at Ch: 0/000 Km Near Anjania village

(b) End Point of the Project Highway at Ch: 73/600 Km at Khinha Rapta village

Figure 2.1: Start and End Points






Main

Report

2.2.3. Carriageway / Roadway / Right of Way

The project road is Single lane width in entire length, Road way width is 5.5 m to 10m and

Right of way is 10m to 24m all along the stretch.

2.2.4. Terrain

The project road is passes through predominantly plain and rolling terrain. Some part of

the project road is passing from hilly terrain. Details of the terrain along the project length

shown in below.

Table 2.2: Terrain along the Project Road

S. No. Terrain Length (km)

1 Plain 51.400

2 Rolling 5.800

3 Hilly 16.400

Total Existing road Length 73.600 Km

Plain Terrain at Km. 1+200 km

Rolling Terrain at Km. 11.200 km






Main

Report

Hilly Terrain at Km. 49.200 km

2.2.5. Land Use, Religious Structures and Buildings

The project road predominantly passes through agricultural and barren land intermittent

built-up areas. The built-up areas are uniformly distributed on both sides of the road.

There are few Temple on the project road.

Table 2.3: Terrain along the Project Road

S. No. Land Use Length, Km.

1 Agriculture 28.400 21.900

2 Agriculture & Built-

up 1.100 0.900

3 Barren 11.300 10.700

4 Built-up 13.800 11.400

5 Forest 19.000 28.700

Total existing road length 73.600






Main

Report

2.2.6. Towns, Village and Built-up Areas

The project Road passes through the following settlements/villages/ Towns as listed in

Table 2.4 below.

Table 2.4: List of Built-up Sections

S. No. Name of Village/Town Existing Chainage (Km.) Length (Km)

1 Anjaniya 0+000 0+900 0.900

2 Banji 0+900 2+600 1.700

3 Ahmadpur 3+500 4+400 0.900

4 Dudka 4+400 6+600 2.200

5 Moto tola 7+900 9+600 1.700

6 Lutiya 9+600 13+000 3.400

7 Chikhli 15+200 16+500 1.300

8 Chaugan 16+500 21+000 4.500

9 Palhara 21+900 25+500 3.600

10 Saliwada 25+900 26+500 0.600

11 Harra tikur 28+800 31+300 2.500

12 Munu 34+200 35+000 0.800

13 Uri 35+600 36+970 1.370

14 Regaon 36+970 37+700 0.730

34%

1%

15%17%

33%

GRAPHICAL REPRESENTATION OF LAND USE

Agriculture

Agriculture & Built-up

Barren

Built-up

Forest






Main

Report

S. No. Name of Village/Town Existing Chainage (Km.) Length (Km)

15 Saliwada 37+700 39+300 1.600

16 Banjitara 39+300 40+400 1.100

17 Umariya 42+100 44+200 2.100

18 Khamariya 44+200 46+200 2.000

19 Chubhawal 51+500 59+900 8.400

20 Chakdehi 58+600 59+900 1.300

21 Chhapra 67+600 69+500 1.900

22 Mukas kala 70+400 72+300 1.900

23 Khinha rapta 72+300 73+600 1.300

2.2.7. Geometry

Horizontal Alignment

The horizontal alignment of the project road is generally meeting the design speed/

standards. At some locations the geometry does not meet the Standards and sharp curves

have been observed. On these sub-standard curves, there is problem of visibility and sight

distance. In horizontal alignment design consultants have try to improve the existing

geometry within available ROW so that problem of visibility and site distance can

reduced.

Vertical Alignment

The longitudinal profile (vertical alignment) of the project road has generally flat

gradients and these are within permissible limits as per the terrain classification. There are

problem of vertical site distance and longitudinal gradient in forest location and location

of some existing causeway where level is very low from the desired level. At these

locations’ consultants have proposed the high-level bridge based on engineering data and

almost reduced the problem of vertical site distance as per design speed. Some locations

where geometry is poor are shown in Figure 2.2.

Horizontal Curve Rolling Terrain

Figure 2.2: Road Geometry






Main

Report

2.2.8. Pavement

The existing pavement of this project road is mostly bituminous, except some rigid

pavement in Village portions and about 2.20 km of earthen road. The general condition of

the Existing pavement varies between Fair to poor, with cracks, pot holes and settlement in

most of the stretches are found. Earthen shoulder width varies from 0.50m to 2.00m on

either side. Earthen shoulders are with rain cuts, settled at most of the locations and existing

cross slope of the earthen shoulder is not maintained. Condition of the earthen shoulders is

poor. Below Table 2.5 gives an abstract of existing pavement condition.

Table 2.5: Pavement Condition

Sr. No Pavement Condition In (%)

1 Fair 82.00 %

2 Poor 9.65 %

3 Very Poor 7.54 %

Very Poor condition of existing flexible pavement at Km:7+600

Cracks in Flexible Pavement at Km:15+900

Figure 2.3: Pavement Condition






Main

Report

2.2.9. Intersections

There are about 03 Major, 36 Minor Junctions Cross Roads along the Project Road. The details of all are listed below

Table 2.6: List of Intersections

Sl. No Existing

Chainage (Km)

Design Chainage

(Km) Side

Road No.


Cross Road Name

1 0+000 0+000 Start NH-30 T CC Mandla To Raipur Road NH-30

2 3+400 3+993 RHS VR T BT Towards Simariya Village

3 7+275 7+868 RHS VR T CC Towards Bhavjar Village

4 7+985 8+578 RHS VR T CC Towards Bhavamaal Village

5 9+820 10+413 RHS VR T CC Towards Lutiya Village

6 12+050 12+643 LHS VR T BT Towards Dutka Village

7 16+530 16+530 both side MDR T BT mandla salva MDR road

8 16+530 16+530 both side MDR T BT mandla salva MDR road

9 18+500 19+093 RHS VR T CC Towards Rampuri Village

10 18+610 19+203 LHS VR T BT Towards Padriya Village

11 19+140 19+733 RHS VR T BT Towards Kopariya village

12 21+370 21+963 RHS VR T CC Towards Palhara Village

13 21+590 22+183 RHS VR T BT Towards Gohder Village

14 21+650 22+243 LHS VR T BT Towards Gadi Village

15 22+460 23+053 LHS VR T ER Towards Palhara Village

16 25+850 26+443 LHS VR T BT Towards Chandwara Village

17 28+310 28+903 LHS VR T BT Towards Suna Tekri Village

18 30+200 30+793 RHS VR T CC Towards Pakhat Tola Village

19 32+050 32+643 LHS VR T BT Towards Basniya Village

20 32+990 33+583 LHS VR T BT Towards Kudopani Village

21 34+800 35+393 RHS VR T BT Towards Machla Village

22 35+360 35+953 RHS VR T BT Towards Ramkhiriya Village

23 36+635 37+228 LHS VR T BT Towards Kasota Village

24 37+660 37+660 Both NH -40 X BT Crossing NH- 40

25 39+550 40+143 LHS VR T CC Towards Baniya Tola Village

26 44+127 44+720 LHS VR T ER Towards Medo Village

27 46+390 46+983 LHS VR T BT Towards Singarpur Village

28 49+900 50+493 LHS VR T BT Towards Umardeeh Village

29 52+830 53+423 Start VR T CC Towards Khali Tola Village

30 57+765 58+358 RHS VR T BT Towards Dulhari Village

31 58+900 59+493 RHS VR T BT Towards Kapa Village

32 64+777 65+370 LHS VR T BT Towards Naijhar village

33 65+000 65+593 RHS VR T BT Towards Murlapani Village

34 66+250 66+843 RHS VR T CC Towards Padriya Village

35 68+380 68+973 LHS VR T BT Towards Mukas Khurd Village

36 68+380 68+973 RHS VR T BT Towards Chhapra Village






Main

Report

Sl. No Existing

Chainage (Km)

Design Chainage

(Km) Side

Road No.


Cross Road Name

37 75+500 76+093 RHS VR T CC Towards Mukas Kala Village

38 72+270 72+863 RHS VR T CC Towards Khinha village

39 73+600 74193 End SH-22 T BT Mandla to Niwas Road-SH 22

Junction at Start Point with NH-30 at Km:0+000

Minor Junction with SH-40 at Km:37+660






Main

Report

Minor Junction with SH-22 at Km:73+600

Figure 2.4: Various Intersections

2.2.10. Grade-Separated Structures (ROB/RUB/Underpass/Flyovers)

There is no Railway-Under-Bridge (RUB), Railway-Over-Bridge (ROB),

Underpass, Flyovers on the project road.

2.2.11. Cross-drainage Structures

There are 01 Major bridge, 01 minor bridge, 09 Slab/box Culverts, 161 pipe

culverts, 17 FCW and 30 VCW along the project Road. Most of the Structures

have RCC Slab Type Superstructure and Stone Masonry/PCC Gravity Type

Substructure. Table 2.7 gives the details of Existing Structures along the project

road.

There are two types of culverts Slab & Hume Pipe along the project corridor.

Existing structure condition on the project road is mostly in poor condition and

inadequate in size which need to replace, some of the existing structure are in

good condition that we can retained after detail inspection. In built-up areas some

pipe culverts are found in choked condition due to accumulation of waste and

garbage. Poor maintenance has led to improper functioning of the culverts.

Details of the existing structure are given below.






Main

Report

Table 2.7: Details of Existing Structures.

Sr. No. Type of Structure Nos.

1 Major Bridge 01

2 Minor Bridge 01

3 Slab and Box Culverts 09

4 Pipe Culverts 161

5 FCW 17

6 VCW 30

7 Utility pipe 02

Total 221

Details of Minor Bridges and Culverts are given in Table 2.8 to 2.11

Table 2.8: List of Existing Major Bridge

Sr. No.

Location (chainage, km)

Span arrangement Nos. x span (m)

Width of Bridge (m)

Overall length (m)

Condition

01 58+315 14 x 15 7.60 210 Fair

Table 2.9: List of Existing Minor Bridge

Sr. No.

Location (chainage, km)

Span arrangement Nos. x span (m)

Width of Bridge (m)

Overall length (m)

Condition

01 4+470 12 x 1 7.6 12.80 Fair

Table 2.10: List of Existing Slab & Box Culverts

Sr. No. Chainage (m) Type of Culvert Size of Culvert

1 0+370 Slab 1X3.0m

2 1+467 Slab 1x4.0m

3 2+290 Slab 1x4.00m

4 3+365 Slab 1x3.50m

5 9+010 Slab 1x6.00m

6 10+810 Slab 2x3.00m

7 10+950 Slab 1x5.00m

8 13+145 Slab 1x3.00m

9 31+640 Slab 4x1.00m






Main

Report

Table 2.11: List of Existing Hume Pipe Culvert

Sl. No. Chainage (km) Type of Culvert No. and dia of pipe

1 0+685 HPC 2 1.20

2 1+235 HPC 2 1.20

3 1+952 HPC 1 1.00

4 3+180 HPC 2 0.80

5 3+380 HPC 1 0.30

6 3+515 HPC 1 1.00

7 3+680 HPC 1 1.00

8 4+225 HPC 1 1.00

9 4+240 HPC 1 1.00

10 5+340 HPC 1 1.00

11 6+105 HPC 1 1.00

12 6+200 HPC 1 1.00

13 6+465 HPC 1 1.20

14 6+565 HPC 1 1.20

15 6+600 HPC 1 0.60

16 6+765 HPC 1 1.20

17 6+900 HPC 1 1.20

18 7+200 HPC 1 1.20

19 7+320 HPC 1 1.20

20 7+660 HPC 1 0.60

21 9+440 HPC 1 0.90

22 9+682 HPC 1 1.00

23 9+925 HPC 1 1.00

24 10+323 HPC 1 1.00

25 11+520 HPC 1 0.90

26 11+795 HPC 1 0.90

27 12+760 HPC 1 1.20

28 13+608 HPC 1 1.00

29 14+600 HPC 2 0.90

30 14+888 HPC 1 0.90

31 14+922 HPC 1 0.90

32 15+460 HPC 1 0.60

33 15+750 HPC 1 1.00

34 15+885 HPC 1 0.80

35 16+265 HPC 1 1.00

36 16+445 HPC 1 1.00

37 16+522 HPC 1 0.80

38 16+670 HPC 1 1.00

39 17+446 HPC 1 1.20

40 18+819 HPC 1 1.00

41 20+248 HPC 1 0.90






Main

Report


42 21+165 HPC 1 0.90

43 21+788 HPC 1 0.90

44 22+000 HPC 1 0.90

45 22+458 HPC 1 0.90

46 23+130 HPC 1 0.80

47 23+742 HPC 3 1.00

48 23+888 HPC 1 1.00

49 24+086 HPC 1 1.00

50 24+260 HPC 1 1.00

51 24+770 HPC 1 1.00

52 25+050 HPC 3 1.00

53 25+300 HPC 1 1.00

54 25+600 HPC 3 1.00

55 26+090 HPC 1 1.00

56 26+350 HPC 1 0.90

57 26+908 HPC 1 0.80

58 28+578 HPC 1 0.90

59 29+152 HPC 1 1.00

60 29+375 HPC 1 1.00

61 30+050 HPC 1 0.90

62 30+726 HPC 1 0.90

63 31+122 HPC 3 0.90

64 31+360 HPC 1 0.90

65 31+420 HPC 1 0.90

66 31+872 HPC 2 1.00

67 32+205 HPC 1 1.00

68 32+953 HPC 1 1.00

69 33+000 HPC 1 1.00

70 33+163 HPC 1 0.90

71 33+588 HPC 1 1.00

72 33+758 HPC 1 0.90

73 34+363 HPC 1 1.00

74 34+560 HPC 1 1.00

75 34+627 HPC 2 0.75

76 34+834 HPC 1 1.00

77 34+946 HPC 1 1.00

78 35+480 HPC 1 0.90

79 36+520 HPC 1 0.90

80 37+690 HPC 1 1.00

81 38+035 HPC 2 1.00

82 38+244 HPC 1 0.60

83 38+300 HPC 1 0.60

84 38+589 HPC 2 1.00






Main

Report


85 38+840 HPC 1 1.00

86 39+110 HPC 1 0.60

87 39+282 HPC 1 1.00

88 39+315 HPC 1 0.80

89 39+580 HPC 1 1.00

90 39+715 HPC 1 0.60

91 39+843 HPC 1 0.60

92 39+920 HPC 1 0.60

93 39+956 HPC 1 0.60

94 40+350 HPC 2 1.00

95 41+083 HPC 1 1.00

96 41+237 HPC 1 1.00

97 41+353 HPC 1 0.60

98 41+470 HPC 1 1.00

99 41+580 HPC 2 1.00

100 42+080 HPC 2 1.00

101 42+170 HPC 1 0.60

102 42+392 HPC 2 1.00

103 42+616 HPC 1 1.00

104 42+745 HPC 1 1.00

105 42+830 HPC 1 1.00

106 43+146 HPC 1 1.00

107 43+383 HPC 2 1.00

108 43+576 HPC 1 1.00

109 43+745 HPC 2 1.00

110 43+920 HPC 2 1.00

111 44+127 HPC 2 1.00

112 44+410 HPC 1 1.00

113 44+530 HPC 1 1.00

114 44+645 HPC 1 1.00

115 44+730 HPC 1 1.00

116 44+785 HPC 1 0.60

117 45+100 HPC 1 1.00

118 45+330 HPC 1 1.00

119 45+585 HPC 1 0.60

120 46+484 HPC 1 1.00

121 46+590 HPC 1 0.60

122 46+980 HPC 1 0.60

123 49+394 HPC 1 0.60

124 49+595 HPC 2 1.00

125 50+166 HPC 2 1.00

126 51+548 HPC 1 0.60

127 51+707 HPC 1 0.60






Main

Report


128 51+788 HPC 1 0.60

129 52+033 HPC 1 0.60

130 52+847 HPC 1 0.60

131 52+988 HPC 1 1.00

132 54+600 HPC 1 0.60

133 54+975 HPC 1 1.00

134 55+615 HPC 2 1.00

135 57+080 HPC 1 1.00

136 57+500 HPC 1 1.00

137 58+868 HPC 2 1.00

138 59+250 HPC 1 1.00

139 60+540 HPC 1 1.00

140 60+675 HPC 1 0.60

141 60+864 HPC 1 0.60

142 61+035 HPC 1 1.00

143 62+272 HPC 1 1.00

144 62+520 HPC 1 0.60

145 62+725 HPC 1 1.00

146 62+830 HPC 2 1.00

147 64+110 HPC 2 1.00

148 64+230 HPC 2 1.00

149 65+085 HPC 1 1.00

150 65+800 HPC 1 0.60

151 66+105 HPC 2 1.00

152 68+390 HPC 1 1.00

153 68+710 HPC 1 1.00

154 68+883 HPC 1 1.00

155 69+037 HPC 1 0.60

156 69+186 HPC 1 0.60

157 69+450 HPC 1 1.20

158 69+810 HPC 2 1.20

159 70+542 HPC 1 1.00

160 72+394 HPC 1 1.20

161 73+527 HPC 1 1.20

Table 2.12: List of Existing VCW & FCW

Sr. No. Chainage (m) Type of Culvert No. dia /span detail

1 2+620 VCW 6 0.6

2 7+970 VCW 5 1.2

3 8+260 VCW 5 1.2

4 8+615 VCW 3 1.2

5 10+080 VCW 3 1.0

6 10+410 VCW 2 1.0

7 10+620 VCW 2 1.2

8 10+708 VCW 8 1.0






Main

Report

Sr. No. Chainage (m) Type of Culvert No. dia /span detail

9 13+850 VCW 2 0.9

10 16+825 VCW 10 1.0

11 17+675 FCW - -

12 18+125 VCW 5 0.9

13 21+444 VCW 4 0.9

14 22+670 VCW 4 0.9

15 22+985 VCW 12 0.6

16 23+510 VCW - -

17 24+325 FCW - -

18 24+500 FCW - -

19 25+955 FCW - -

20 26+545 FCW - -

21 27+338 VCW 4 0.9

22 28+765 VCW 5 1.0

23 29+125 FCW - -

24 29+570 VCW 6 0.8

25 29+665 VCW 4 1.0

26 30+420 VCW 4 0.9

27 31+778 VCW 2 1.2

28 40+150 VCW 5 1.0

29 43+070 VCW 3 1.0

30 45+860 VCW 20 1.0

31 46+530 FCW - -

32 54+163 VCW 16 1.0

33 54+808 VCW 18 1.0

34 59+590 VCW 8 1.0

35 60+770 FCW - -

36 60+912 FCW - -

37 61+369 FCW - -

38 61+670 FCW - -

39 61+880 FCW - -

40 62+120 FCW - -

41 62+450 FCW - -

42 62+500 FCW - -

43 63+885 VCW 3 1.0

44 63+980 VCW 3 0.9

45 65+708 FCW - -

46 67+650 VCW 7 1.0

47 70+110 FCW - -

Table 2.13: List of Existing Cut Stone Culverts

Sr. No. Chainage (m) Type of Culvert No dia /span detail

Nil

Table 2.14: List of Chocked Culvert

Sr. No. Chainage (m) Type of Culvert No of dia

Nil






Main

Report

Major Bridges

Existing Major Bridge (14X15.0 M) at Km 58+200

Minor Bridge at Km 4+470






Main

Report

Slab Culvert at Km 10+810

VCW at Km 7+970






Main

Report

FCW at Km 60 +912

Hume Pipe Culvert at Km 0+685






Main

Report

2.2.12. Project Facilities

There are bus stops located on almost every built-up area. Many of them are without bus-

shelter and almost all have no entry or exit lay-byes.

2.2.13. Utilities

The overhead electric and telephone lines have been observed at many locations

along the project road. The electric transformers are also located near the road edges. HT

lines also cross the project road at few locations.

2.2.14. Forest Area

The Project road from Anjaniya to Khinha is not passing from any national parks or

sanctuaries. But some part of the project length passing from the reserved forest where

available right of way is from 8 to 9.0 m only. Full length of the project road is visited by the

consultant along with forest department and identified around 25.270 km of the project

length is passing from the forest area. Details of the forest location with Circle wise and

design chainage is given below.

Table 2.15: Forest area

S. No

Circle Forest

Compartment No.

GPS Co-ordinate start (forest) GPS Co-ordinate end (forest) Design

chainage (m) Length (M)

Easting Northing Easting Northing From To

1

Anjaniya circle

RF 1562 450808.67 m E 2488102.62 m N 451727.05 m E 2488490.22 m N 870 2000 1130

2 RF 1573 452287.30 m E 2489490.89 m N 452245.18 m E 2489727.79 m N 3200 3460 260

3 RF 1571 452007.58 m E 2490491.11 m N 452073.41 m E 2490530.88 m N 4560 4640 80

4 RF 1569 452468.62 m E 2491771.92 m N 452344.49 m E 2492273.51 m N 6140 6670 530

5 RF 1581 and RF 1592

451867.34 m E 2494968.63 m N 451667.66 m E 2496857.26 m N 9500 11520 2020

6

RF 1592, O-1938 and RF 1600

451457.55 m E 2497236.14 m N 450870.09 m E 2498369.59 m N 11950 13860 1910

7

Mohgaon

circle

RF 1613-JHINA

450931.44 m E 2504148.15 m N 451666.43 m E 2506051.37 m N 20260 22630 2370

8 RF1621-JHINA

450421.40 m E 2507229.38 m N 450029.16 m E 2507671.37 m N 24900 25500 600

9 RF 1628-BILGAON

2507671.37 m N 2510277.16 m N 453353.65 m E 2510447.32 m N 31350 31520 170

10 RF1635 -MUNU

453287.84 m E 2511034.53 m N 453437.39 m E 2511614.32 m N 32130 32780 650

11 RF 1634 - MUNU

453437.39 m E 2511614.32 m N 454111.89 m E 2512112.47 m N 32780 33690 910

12 P 1638 - MUNU

455469.10 m E 2514713.67 m N 455513.80 m E 2514783.34 m N 37020 37130 110

13 RF 1078 - SALIWARA

455151.11 m E 2516272.70 m N 454603.40 m E 2516417.92 m N 38880 39430 550

14 RF 1088 - UMARIYA

453933.22 m E 2518776.31 m N 454087.90 m E 2520895.75 m N 42530 44760 2230

15 RF 1104 - 453654.08 m E 2522517.90 m N 452899.77 m E 2524354.79 m N 46810 49800 2990






Main

Report

S. No

Circle Forest

Compartment No.

GPS Co-ordinate start (forest) GPS Co-ordinate end (forest) Design

chainage (m) Length (M)

Easting Northing Easting Northing From To

16 RF 1103 - CHUBHAWAL

452899.77 m E 2524354.79 m N 453680.09 m E 2525619.60 m N 49800 51650 1850

17 RF 1111 - CHUBHAWAL

453517.98 m E 2526570.28 m N 452897.84 m E 2527491.32 m N 52730 54460 1730

18

Tikariya cirle

RF-127 Chakdehi

803102.59 m E 225252.49 m N 803017.42 m E 225356.59 m N 60550 64000 3450

19 RF-125 Murla Pani

803018.37 m E 225357.58 m N 802957.05 m E 225414.44 m N 64000 64800 800

20 RF-124 Murla Pani

802910.63 m E 225443.21 m N 802904.83 m E 225448.35 m N 66420 66650 230

21 ARF-120 Chhapra

802708.73 m E 225514.56 m N 802644.58 m E 225512.56 m N 70400 71100 700

Total forest length (m)

25270

2.2.15. Road Side Furniture/Traffic Control Devices

It is observed that road boundary stones and few kilometer stones are missing on entire

project road. Signage’s, delineators and road markings have been generally found missing.

2.2.16. Road Safety

The road alignment generally meets the Standards. At many locations the alignment

has sharp and these don’t appear to meet the visibility requirements. Traffic safety

features like road markings, road signs, crash barriers are not present all along the

project road. The street lights are missing in urban and semi urban areas along the

project road.






Main

Report

CHAPTER – 3

ENGINEERING SURVEYS AND INVESTIGATIONS

3.1 Preliminary Surveys

The relevant engineering surveys and investigations have been carried out along the

project roads conforming to IRC Specification. These Surveys have been conducted as

per TOR to generate adequate database for preparing the most appropriate

Improvement proposal for strengthening and upgrading the existing carriageway.

The various engineering surveys and investigations apart from the traffic surveys, which

have been carried out for the project roads, are listed below:

Road Inventory

Road Pavement and Condition Survey

Structure Inventory and Condition Survey

Topographical Survey

Pavement Investigations

Soil and Material Investigations

The basic data collected from different engineering surveys and the results of the

survey investigations and data analysis are compiled as separate Annexure to “Main

Report”. Topographical Survey details would be provided through separate report.

3.2 Road Inventory

The manner of analysis and further usage of the collected data is briefly explained

in the following subparagraphs.

Road Inventory covering all the existing physical features such as terrain, land-use,

roadway, carriageway width and type, shoulder width and type, Horizontal and Vertical

alignments and design speed of existing road, type of cross-section (cut or fill), general

drainage conditions, Row boundaries, Sub-grade/Local soil type, location of water

bodies and retaining structures, utility lines passing along or crossing the project roads,

and all other features that may have influence on the project roads

widening/improvement works.

The information collected, analyzed and plotted will constitute the core database for

formulating improvement proposals for further validation and finalization in the light of

the results of the detailed surveys and investigations. In particular, action will be

initiated in respect of the following:

Decision on the location of the widening of carriageway if required, to be on the left,

right or concentric with reference to the existing carriageway.

Fitting in different typical cross-sections in the various stretches of the road in

consideration of terrain conditions, available land width, roadside features etc.






Main

Report

Treatment to be given to congested built-up stretches.

The number of trees likely to be affected by the road improvement works, the

expected environmental impacts, the extent of R&R implications etc.

The location and number of places of worship, burial ground, etc. likely to be affected

The utility lines by type, location and extent that would require relocation.

The collected road inventory details of all roads are tabulated in an appropriate format

given in Annexure.

3.2.1 Terrain and Land Use

The project road passes mostly through plain terrain. The land use along the project road is

predominantly Agriculture (50%). The land use has been presented in Table.

Table 3.1: Land use Pattern

S. No. Land Use Length Approx. (in km)

1 Agriculture 22.800

2 Barren 10.700

3 Built up 11.400

4 Forest 28.700

Total Existing Length 73.600

3.2.2 Terrain

The project road passes through plain, rolling & hilly terrain. The height of embankment

is observed to be about 0.3m to 0.6 m except at locations of bridges and ghat sections

where it varies from 2.5 m to 5.0 m.

Table 3.2: Terrain along the Project road

S. No. Terrain Length (km)

1 Plain 51.400

2 Rolling 5.800

3 Hilly 16.400

Total Existing Length 73.600 Km

3.2.3 Carriageway Width

The existing road is predominately single lane carriageways. Earthen shoulder of

average width of 0.3-2.5 m is present on both sides of the carriageway.

Table 3.3: Existing Carriageway Width

S.No. Existing

Chainage (Km) Carriage Way

Width (m) Shoulder Width

(m) Type

Length in Km.

Remarks

1 0.000 3.900 3.750 1.5+1.5 BT 3.90

2 3.900 4.400 3.750 1.5+1.5 CC 0.50

3 4.400 5.500 3.000 2.0+1.5 BT 1.10






Main

Report

S.No. Existing

Chainage (Km) Carriage Way

Width (m) Shoulder Width

(m) Type

Length in Km.

Remarks

4 5.500 6.000 3.000 1.0+1.5 CC 0.50

5 6.000 16.500 3.000 1.25+1.5 BT 10.50

6 16.500 34.300 3.750 1.5+1.25 BT 17.80

7 34.300 34.800 3.750 1.25+1.8 CC 0.50

8 34.800 36.500 3.750 2.0+2.0 BT 1.70

9 36.500 37.700 3.750 1.5+1.5 CC 1.20

10 37.700 39.700 3.750 1.0+1.5 BT 2.00

11 39.700 40.200 3.750 1.5+1.5 CC 0.50

12 40.200 46.600 3.750 1.5+1.5 BT 6.40

13 46.600 48.900 4.000 1.0+1.5 CC 2.30

14 48.900 51.900 3.750 1.5+1.0 BT 3.00

15 51.900 55.900 3.000 1.0+1.5 CC 4.00

16 55.900 57.800 - - GR 1.90

17 57.800 58.100 3.500 1.5+1.0 BT 0.30

18 58.100 58.200 - - GR 0.10

19 58.200 58.400 3.750 - 0.20 Bridge

20 58.400 58.600 - 1.5+1.5 GR 0.20

21 58.600 73.600 3.750 1.0+1.5 BT 15.00

Total Existing Length 73.600

3.2.4 Towns and Built-up Areas

The name of the Project Road Anjania – Ramnagar– Regaon – Chubhawal – Chakdehi -

Khinha passes through some major towns and villages Anjania, Banji,Ahmadpur,Dudka,

Lutiya, Chikhli, Chaugan, Palhara, Saliwada, Harra tikur, Munu, Banjitara, Umariya,

Chubhawal, Chakdehi and Khinha rapta etc. All settlements/ villages/ towns along the

road are enlisted in Table.

Table 3.4: List of Town / Villages along the project road

S. No. Name of Village/Town Existing Chainage (Km.)

1 Anjaniya 0+000 0+900

2 Banji 0+900 2+600

3 Ahmadpur 3+500 4+400

4 Dudka 4+400 6+600

5 Moto tola 7+900 9+600

6 Lutiya 9+600 13+000

7 Chikhli 15+200 16+500

8 Chaugan 16+500 21+000

9 Palhara 21+900 25+500

10 Saliwada 25+900 26+500

11 Harra tikur 28+800 31+300

12 Munu 34+200 35+000

13 Uri 35+600 36+970






Main

Report

S. No. Name of Village/Town Existing Chainage (Km.)

14 Regaon 36+970 37+700

15 Saliwada 37+700 39+300

16 Banjitara 39+300 40+400

17 Umariya 42+100 44+200

18 Khamariya 44+200 46+200

19 Chubhawal 51+500 59+900

20 Chakdehi 58+600 59+900

21 Chhapra 67+600 69+500

22 Mukas kala 70+400 72+300

23 Khinha rapta 72+300 73+600

3.2.5 Cross-roads/ Intersections/ Level Crossings

There are about 03 Major, 36 Minor Junctions & Cross Roads along the Project Road. The

details of all are listed below, there are numerous minor junctions formed with small roads.

Many of them are with narrow village or town roads.

Table 3.5: List of Major Intersections

S. No

Existing Chainage

(Km)

Design Chainage

(Km) Side

Road No.


Cross Road Name

1 0+000 0+000 Start NH-30 T CC Mandla To Raipur Road Nh-30


3 73+600 74193 End SH-22 T BT Mandla To Niwas Road-SH 22

Table 3.6: List of Minor Intersections

Sl. No Existing

Chainage (Km)

Design Chainage

(Km) Side

Road No.


Cross Road Name







7 16+530 16+530 both side MDR T BT Mandla Salva MDR Road

8 16+530 16+530 both side MDR T BT Mandla Salva MDR Road












Main

Report

Sl. No Existing

Chainage (Km)

Design Chainage

(Km) Side

Road No.


Cross Road Name























3.3 Road and Pavement Condition Survey

The objective of the road and pavement condition survey is to identify defects/ distresses

of the project roads and to evaluate road sections with similar distress characteristics.

The condition survey covered the following road elements during the field study:

Pavement:

cracking (narrow <3mm and wide >3mm cracking), % of pavement area affected;

raveling, % of pavement area affected;

potholing, % of pavement area affected;

edge break, length (m); and

rut depth, mm [type I (<10mm), type II (10-20mm) and type III (>20mm)]

Shoulder:

paved: same as for pavement; and

unpaved: material loss (level difference between the paved surface and shoulder), edge

drop and corrugation,

Embankment:

general condition; and






Main

Report

extent of slope erosion

Drainage:

general condition;

connectivity of drainage turnouts into the natural topography;

condition in cut sections (if any); and

condition at high embankments

The pavement condition survey has been carried out by visual means and

supplemented by actual measurements to meet the study requirements. All elements as

listed above, have been systematically referenced, recorded, analysed and quantified for

the purpose of determining the pavement condition of project roads (refer to successive

sections for details). The data which was collected during the condition survey is

presented in Annexure.

Based on the pavement condition, the pavement sections are classified as good, fair,

poor or failed based on the criteria given in IRC: 81-1997, Para 4.2.1, as replicated in

Table 3.7.

Table 3.7: Criteria for Classification of Pavement Sections

S. No. Classification Pavement Condition

1 Good No Cracks rutting less than 10mm

2 Fair

No cracking or cracking confined to single crack in the wheel

track with rutting between 10mm and 20mm

3 Poor Extensive cracking or/and rutting greater than 20mm

4 Very Poor Cracking exceeding 20 per cent and rutting greater than 20mm

The pavement condition survey reveals the following:

The existing pavement for the entire stretch is flexible pavement with bituminous

surfacing

Cracking, patching, rut, potholes and edge break are common pavement distresses.

Shoulder condition is fair but edge drop is found at many locations.

Road side drain does not exist at many locations.

Existing embankment height is generally low.

The data obtained from the condition survey for cracking, raveling, potholing, rutting

and patching have been arranged in tabular form (refer to Appendix to main report).

The collected data was then analyzed to present an indicative account of various

prevalent distresses on the project road. These have been shown in the form of charts

and tables below.






Main

Report

Figure 3.1: Pavement Distresses – Pie Charts

The project road has been classified into sections of similar pavement condition as

given in Table.

20.62%

7.95%

65.15%

6.28%

Cracking

0>1

1>5

5>10

>10

19.62%

69.39%

9.42%

1.57%

Revelling

0>1

1>5

5>10

>10

19.62% 0.78%

52.12%

27.47%

Potholing

0>1

1>5

5>10

>10






Main

Report

Table 3.8: Classification of Pavement Sections

S. No. Chainage

Length (Km) Pavement Condition From (km) To (Km)

1 0.000 0.400 0.400 Fair

2 0.400 1.200 0.800 Poor

3 1.200 3.900 2.700 Fair

4 3.900 4.100 0.200 Poor

5 4.100 4.400 0.300 Fair

6 4.400 4.600 0.200 Poor

7 4.600 5.500 0.900 Fair

8 5.500 6.000 0.500 Poor

9 6.000 7.300 1.300 Fair

10 7.300 8.300 1.000 Poor

11 8.300 8.700 0.400 Fair

12 8.700 9.400 0.700 Poor

13 9.400 15.600 6.200 Fair

14 15.600 16.800 1.200 Poor

15 16.800 20.800 4.000 Fair

16 20.800 21.600 0.800 Poor

17 21.600 23.800 2.200 Fair

18 23.800 24.000 0.200 Poor

19 24.000 25.800 1.800 Fair

20 25.800 26.700 0.900 Poor

21 26.700 26.800 0.100 Fair

22 26.800 27.000 0.200 Poor

23 27.000 28.200 1.200 Fair

24 28.200 28.800 0.600 Poor

25 28.800 29.700 0.900 Fair

26 29.700 29.900 0.200 Poor

27 29.900 30.100 0.200 Fair

28 30.100 30.500 0.400 Poor

29 30.500 31.000 0.500 Fair

30 31.000 31.200 0.200 Poor

31 31.200 36.600 5.400 Fair

32 36.600 37.600 1.000 Poor

33 37.600 45.800 8.200 Fair

34 45.800 45.900 0.100 Poor

35 45.900 47.000 1.100 Fair

36 47.000 47.300 0.300 Poor

37 47.300 52.300 5.000 Fair






Main

Report

S. No. Chainage

Length (Km) Pavement Condition From (km) To (Km)

38 52.300 53.800 1.500 Poor

39 53.800 54.100 0.300 Fair

40 54.100 54.200 0.100 Poor

41 54.200 55.900 1.700 Fair

42 55.900 57.700 1.800 Poor

43 57.700 58.000 0.300 Fair

44 58.000 58.600 0.600 Poor

45 58.600 60.700 2.100 Fair

46 60.700 62.700 2.000 Poor

47 62.700 64.000 1.300 Fair

48 64.000 64.100 0.100 Poor

49 64.100 66.800 2.700 Fair

50 66.800 67.700 0.900 Poor

51 67.700 73.600 5.900 Fair

Based on criteria of classification given in Table above, the project road has been

classified into sections of similar pavement condition as given in Table below.

Table 3.9: Pavement Condition

S. No Pavement

Condition Percentage (%)

1 Fair 77.58 %

2 Poor 22.42 %

Total 100

The data obtained from the condition survey for cracking, raveling, potholing, rutting

and patching have been arranged in tabular form (refer to Appendix to main report). The

collected data was then analyzed to present an indicative account of various prevalent

distresses on the project road.

3.4 Inventory and Condition Survey of Structures

3.4.1 Inventory of Structures

The aim of the section is to present the details of existing structures, present condition of

existing structure and functioning of structures.

As a part of this section, a team of engineers and technical assistants carried out

inventory and conditional survey for existing culverts, major & minor bridges in the

month of November 2019. The Inventory and Condition survey data of bridges and

culverts is given in Appendix. The existing structures are given in following table:






Main

Report

Table 3.10: Summary of existing structures

Sr. No. Type of Structure Nos.

1 Major Bridge 01

2 Minor Bridge 01

3 Slab and Box Culverts 09

4 Hume Pipe Culverts 161

5 FCW 17

6 Utility pipe 02

7 VCW 30

Total 221

3.4.2 General Comments

The Structure inventory and condition survey had been carried out on the following basis.

Details of existing bridges/culverts such as type of structure, Clear span, vent height,

hydraulic adequacy and condition have been measured at site and recorded.

The condition of existing structures is based on visual observation. Existing chainage

in selected road corridors have been considered taken for reference.

The flow direction is indicated w.r.t the increasing chainage. In the entire stretch, no

sign of river overtopping could be found on any existing structure.

3.4.3 Condition observed in Bridges and Other Structures

The following common defects were observed during the visual condition survey of

bridges and other structures:

Damaged/Missing - Hand Rails/Parapet/Crash Barrier

Parapets/Railing/Crash Barrier etc. are found to be damaged or not at all provided at

number of structures. This is more frequent at bridges and culverts. For most of the

bridges, there is no provision of safety measures.

Bed scouring

The ground at the bridge locations are found to be scoured at many bridge sites.

Poor condition of Deck/Slab

Poor condition of a super structure is clearly visible at few structure locations. The deck

seems to be deflected from the original line.

Stone Masonry substructure

Poor condition of the stone masonry is observed at many structure locations. The stones

are open up and not connected with each other. The stone surfaces are also wear away

by water.






Main

Report

Drainage Spouts

In addition to the above, it is found that the drainage spouts are not provided in most

of the structures. For structures where spouts are provided, it has following problems:

Missing spout grating.

Spout hole blocked by debris.

Leakage around drainage spout from holes made in deck slab for fixing spouts and left

unplugged.

Down take pipe of drainage spout ending at face of deck slab.

At some bridge locations, drainage spouts have not been provided at all.

Wearing Coat

The bituminous wearing coat in most cases is in fair condition with some common

distresses like potholes, scaling, and undulations.

Bearings

These are all mostly small spans and bearings are not provided in any of the bridges. Tar

paper might have been provided at the time of construction.

3.5 Topography Survey

As per the TOR the Consultants have to carry out detailed topographic survey along the

project corridor. In order to have the accuracy of topographical survey work, a network of

horizontal control has been established using differential DGPS techniques and leveling

network using Total Station. The topographic surveys have been divided into three phases:

3.5.1 Fixing of Major Control Stations: The Major Control Stations are concrete pillars

embedded in the ground, in pair with inter visibility. The horizontal control coordinates

were observed and worked out by use of differential GPS instrument, for each pair and the

elevation were provided by independent leveling survey by Digital Auto Level. These

Major Control Stations are kept at a distance of 5km to 6km as per the availability of safe

location.

3.5.2 Control Traverse Survey: The control traverse (closed type) is the base framework for all

the further survey work. This provides a coordinated horizontal grid and a level reference

system to ensure accuracy. Thus, the measured coordinates of these survey grids (Northing

and Easting) and the levels are tied to GTS benchmark wherever available, to verify the

accuracy of survey. The GPS/ Benchmark Pillars and Reference Benchmark Pillars have

to be established to act as both horizontal and vertical control points. Control points/

Reference beacons, consisting cement concrete pillars with central nail point, have to be

fixed at every 200 to 250m intervals depending upon site conditions. Three coordinates

(X, Y and Z / easting, northing and altitude) of control beacons, with respect to the

cumulative Chainage of alignment are being prepared.

3.5.3 Ground Surface Survey: Levels along center line of the existing road are taken at every

20 m interval and at all intermediate breaks in ground using Total Station. The said






Main

Report

spacing is suitably reduced at horizontal curves and at structure locations. Cross sections

are taken at every 50 m intervals, and at each cross-section the survey normally extends

beyond 30m on each side of the existing road centre line with survey points at 5-10 m

apart and at all variations in the natural ground or breaks in level. The topographic survey

thus carried out contains the details of all physical and topographical features within the

survey corridor such as carriageway, shoulders, hill toe, valley slopes, drains, retaining /

Breast walls, rivers, streams, rail crossings, electric/ telephone lines, high / low tension

lines and their offsets from the road edge, buildings, trees (girth more than 300mm), etc.

At locations of encroachments where ROW has been reduced or where existing alignment

can be improved upon through minor adjustments, the width of the survey corridor is

extended appropriately to accommodate the proposed alignment.

The survey data thus collected by the topographic survey was processed and converted to

graphic files using Highway Design software called “MX ROAD”. For ascertaining

quantities, grid leveling was utilized. DGPS & GPS levels are shown in tabular form

below:

Table 3.11: List of DGPS Pillars

S. No DGPS NO. Chainage (Km) Easting Northing DGPS Top Level (m)

1 DGPS0-A 0+000 450420.580 2487462.670 479.884

2 DGPS0 0+010 450432.773 2487472.832 479.951

3 DGPS1 5+570 452503.192 2491235.236 477.720

4 DGPS1-A 5+600 452516.123 2491264.746 480.473

5 DGPS2 10+115 451973.781 2495578.077 485.867

6 DGPS2-A 10+120 451968.780 2495587.604 486.417

7 DGPS3 15+180 450458.959 2499497.713 466.949

8 DGPS4-A 20+080 451093.583 2504089.957 489.013

9 DGPS4 20+095 451076.632 2504088.117 488.485

10 DGPS5 25+120 450314.760 2507424.137 473.476

11 DGPSA-5 25+130 450294.278 2507433.541 473.343

12 DGPS7A 36+900 455368.810 2514667.296 466.059

13 DGPS7 36+905 455372.906 2514660.158 466.102

14 DGPS8 40+295 454265.226 2517105.359 477.970

15 DGPS8A 40+305 454253.110 2517101.058 478.403

16 DGPS9A 45+370 454118.155 2521487.375 506.658

17 DGPS9 45+375 454109.923 2521497.417 505.995

18 DGPS10 50+370 453048.689 2524874.854 664.780

19 DGPS10A 50+375 453049.698 2524883.844 665.208

20 DGPS11 55+455 452283.127 2528163.408 508.819

21 DGPS11A 55+460 452284.958 2528171.178 508.528

22 DGPS12A 60+500 450403.489 2530433.510 510.863

23 DGPS12 60+505 450400.199 2530442.551 510.755

24 DGPS13A 65+550 447889.076 2533426.570 642.528

25 DGPS13 65+555 447889.515 2533437.209 642.361

26 DGPS14A 70+605 443489.868 2534825.486 638.298

27 DGPS14 70+610 443483.832 2534836.295 638.984

28 DGPS15A 74+175 440247.900 2533934.459 620.527

29 DGPS15 74+180 440246.181 2533924.047 619.993






Main

Report

Table 3.12: List of TBM Piler

S. No TBM NO. Chainage (km) Easting Northing TBM Top Level (m)

1 TBM0/1 0+260 450483.021 2487711.654 483.101

2 TBM1ON CULVERT 0+370 450501.362 2487813.047 479.472

3 TBM0/500 0+510 450559.479 2487950.850 475.387

4 TBM0/750 0+760 450698.160 2488120.749 473.752

5 TBM1/0 1+010 450943.143 2488114.661 479.796

6 TBM3 1+230 451008.503 2488321.763 477.369

7 TBM1/250 1+270 451033.652 2488356.974 477.098

8 TBM4 1+465 451225.749 2488372.159 480.559

9 TBM1/500 1+530 451276.433 2488379.409 481.563

10 TBM1/750 1+770 451530.354 2488433.302 487.132

11 TBM5 1+940 451693.162 2488463.556 485.374

12 TBM2/0 2+030 451759.963 2488522.020 485.558

13 TBM6 ON CULVERT 2+275 451823.881 2488747.424 481.407

14 TBM2/500 2+530 451867.030 2488997.854 472.917

15 TBM7 ON CULVERT 2+610 451893.699 2489067.821 469.661

16 TBM2/750 2+790 452057.771 2489142.239 472.206

17 TBM3/0 3+045 452184.550 2489355.379 475.726

18 TBM8 ON CULVERT 3+170 452253.376 2489470.204 474.629

19 TBM3/250 3+290 452290.309 2489578.225 475.050

20 TBM9 ON CULVERT 3+360 452291.458 2489647.118 476.605

21 TBM10 ON CULVERT 3+370 452290.822 2489660.281 476.359

22 TBM11 ON CULVERT 3+510 452205.787 2489756.986 476.002

23 TBM3/500 3+540 452174.597 2489770.503 475.365

24 TBM12 ON CULVERT 3+665 452064.724 2489829.373 475.159

25 TBM3/750 3+800 451943.908 2489876.083 474.789

26 TBM13 ON CULVERT 4+225 451841.304 2490195.410 471.235

27 TBM4/250 4+300 451882.220 2490261.372 468.959

28 TBM15 4+455 451949.101 2490402.526 463.221

29 TBM4/500 4+565 452004.279 2490493.401 467.101

30 TBM4/750 4+805 452211.084 2490626.583 471.671

31 TBM5/0 5+060 452415.953 2490782.219 471.804

32 TBM5/250 5+310 452553.536 2490986.722 470.267

33 TBM16 ON CULVERT 5+320 452552.354 2491008.011 470.724

34 TBM6/M 6+080 452490.195 2491723.146 475.318

35 TBM17 ON CULVERT 6+095 452482.867 2491736.845 475.805

36 TBM18 6+190 452436.152 2491822.706 475.917

37 TBM6/250 6+350 452362.061 2491965.131 479.126

38 TBM19 6+455 452339.775 2492063.865 476.032

39 TBM20 6+550 452340.481 2492162.238 475.023

40 TBM6/500 6+570 452343.034 2492188.998 475.563

41 TBM21 6+580 452336.580 2492194.707 476.312

42 TBM22 6+760 452368.358 2492362.033 474.062

43 TBM6/750 6+830 452382.826 2492432.701 474.862

44 TBM23 6+890 452390.633 2492493.188 474.884

45 TBM7/0 7+115 452405.282 2492711.788 476.540






Main

Report


46 TBM24 7+190 452420.561 2492790.184 475.639

47 TBM25 7+320 452407.663 2492896.168 474.633

48 TBM7/250 7+340 452394.272 2492929.325 474.868

49 TBM7/500 7+605 452402.696 2493176.609 477.241

50 TBM7/750 7+855 452344.110 2493423.809 475.691

51 TBM27 7+960 452316.014 2493527.375 472.050

52 TBM8/0 8+110 452287.952 2493670.373 475.659

53 TBM8/250 8+365 452203.940 2493908.720 477.330

54 TBM9/0 9+120 451940.706 2494617.790 483.804

55 TBM9/250 9+385 451861.727 2494867.965 483.764

56 TBM9/500 9+625 451855.180 2495111.438 480.594

57 TBM32 9+675 451854.913 2495165.472 481.397

58 TBM9/750 9+880 451885.319 2495354.234 483.321

59 TBM33 9+920 451899.033 2495396.422 481.859

60 TBM34 10+065 451957.082 2495529.673 484.038

61 TBM36 ON CULVERT 10+400 452051.364 2495846.449 485.367

62 TBM10/500 10+650 452023.841 2496097.296 486.261

63 TBM38 ON CULVERT 10+705 452013.852 2496147.992 485.708

64 TBM39 ON CULVERT 10+810 452011.089 2496255.763 488.982

65 TBM10/750 10+895 451990.735 2496337.111 490.560

66 TBM11/400 11+400 451713.906 2496742.127 521.616

67 TBM43 11+520 451672.452 2496850.768 519.234

68 TBM42 11+790 451545.075 2497097.175 522.603

69 TBM11/900 11+895 451488.946 2497185.089 523.901

70 TBM1AON CULVERT 12+035 451419.622 2497303.307 525.869

71 TBM12/0 12+155 451326.474 2497371.043 518.996

72 TBM12/250 12+420 451115.272 2497518.924 492.170

73 TBM12/500 12+680 450864.605 2497612.453 482.141

74 TBM43 ON CUVERT 12+750 450805.938 2497645.753 481.169

75 TBM12/750 12+920 450657.965 2497726.150 478.897

76 TBM44 ON CULVERT 13+135 450540.421 2497890.063 475.172

77 TBM13/0 13+155 450558.822 2497912.454 475.091

78 TBM13/250 13+420 450757.394 2498013.456 483.986

79 TBM13/500 13+670 450819.952 2498206.454 479.783

80 TBM45 ON CULVERT 13+840 450864.389 2498370.642 475.549

81 TBM13/750 13+925 450870.423 2498450.549 477.834

82 TBM14/0 14+170 450837.844 2498683.551 479.282

83 TBM14/300 14+470 450603.290 2498854.804 474.560

84 TBM46 ON CULVERT 14+590 450609.265 2498968.213 468.701

85 TBM14/500 14+685 450602.984 2499058.374 469.125

86 TBM47 ON CULVERT 14+880 450571.489 2499254.247 468.548

87 TBM48 ON CULVERT 14+915 450568.459 2499285.740 468.721

88 TBM14/750 14+940 450560.456 2499310.345 468.877

89 TBM49 ON CULVERT 15+450 450383.526 2499762.256 467.622

90 TBM16/250 15+565 450431.270 2500920.290 457.847

91 TBM50 ON CULVERT 15+740 450326.342 2500048.017 471.505

92 TBM16/750 15+855 450308.793 2500154.726 471.623






Main

Report


93 TBM51 ON CULVERT 15+875 450305.353 2500174.957 470.777

94 TBM15/750 16+000 450299.683 2500301.266 467.894

95 TBM16/0 16+210 450329.692 2500501.249 464.280

96 TBM52 ON CULVERT 16+250 450329.948 2500550.761 463.845

97 TBM52 ON CULVERT 16+435 450302.951 2500732.836 461.843

98 TBM16/250 16+450 450296.253 2500738.942 461.837

99 TBM53CULVERT 16+515 450287.095 2500804.573 460.390

100 TBM16/0 16+535 450283.163 2500830.256 459.509

101 TBM16/500 16+540 450361.999 2500960.170 455.635

102 TBM55 16+670 450405.226 2501056.626 451.677

103 TBM16/750 16+800 450395.563 2501181.376 449.600

104 TBM17/KM 17+050 450401.387 2501419.997 458.673

105 TBM17/250 17+310 450509.021 2501644.674 459.642

106 TBM56 17+440 450585.703 2501760.721 457.475

107 TBM17/500 17+575 450645.457 2501874.673 460.292

108 TBM17/750 17+810 450774.604 2502069.910 464.446

109 TBM18/0 18+065 450794.109 2502324.101 457.686

110 TBM56 18+120 450799.175 2502378.635 456.402

111 TBM18/250 18+320 450940.763 2502498.420 463.112

112 TBM18/500 18+555 451033.693 2502711.233 474.584

113 TBM57 18+820 451173.755 2502921.135 478.063

114 TBM19/0 19+060 451198.039 2503138.140 483.437

115 TBM19/250 19+320 451225.059 2503397.655 487.609

116 TBM19/500 19+575 451239.097 2503647.469 489.796

117 TBM19/750PIK 19+835 451231.313 2503907.505 495.390

118 TBM58 20+220 450939.791 2504143.886 483.613

119 TBM20/250 20+330 450899.443 2504218.466 483.116

120 TBM20/500 20+580 450801.025 2504442.398 480.300

121 TBM20/750 20+850 450814.717 2504714.251 476.686

122 TBM21/KM 21+100 450756.513 2504951.257 459.850

123 TBM59 21+160 450789.222 2504998.657 459.664

124 TBM21/250 21+335 450809.193 2505173.851 460.714

125 TBM60 21+435 450852.121 2505260.526 460.448

126 TBM21/500 21+600 450922.200 2505401.292 509.199

127 TBM61 21+770 451009.386 2505531.105 464.272

128 TBM62 21+990 451175.072 2505667.700 465.051

129 TBM22/0 22+100 451252.101 2505743.856 466.619

130 TBM22/500 22+605 451651.814 2506033.446 471.271

131 TBM64 ON CULVERT 22+660 451661.565 2506076.430 469.378

132 TBM22/750 22+865 451702.645 2506263.328 470.073

133 TBM65 ON CULVERT 22+965 451756.928 2506336.625 469.628

134 TBM23/0 23+120 451821.215 2506474.905 473.070

135 TBM66 ON CULVERT 23+125 451821.225 2506478.087 473.084

136 TBM22/250 23+365 451434.951 2505926.072 469.129

137 TBM23/250 23+395 451780.064 2506750.042 474.782

138 TBM67 ON CULVERT 23+590 451737.966 2506832.774 470.292

139 TBM23/500 23+650 451599.240 2506920.280 471.792






Main

Report


140 TBM68 ON CULVERT 23+720 451542.096 2506947.452 472.449

141 TBM69 ON CULVERT 23+865 451400.603 2506998.759 472.740

142 TBM23/750 23+875 451392.152 2507010.409 472.681

143 TBM70 ON CULVERT 23+980 451300.450 2507054.438 476.715

144 TBM24/0 24+125 451167.451 2507097.453 483.056

145 TBM71 ON CULVERT 24+235 451056.205 2507109.909 479.091

146 TBM72 ON CULVERT 24+300 450991.989 2507108.000 478.323

147 TBM24/300 24+420 450871.8140 2507117.9210 484.544

148 TBM73 ON CULVERT 24+475 450818.7900 2507107.7940 483.647

149 TBM24/500 24+630 450650.2780 2507113.8720 482.371

150 TBM73 ON CULVERT 24+745 450555.5480 2507154.1830 480.272

151 TBM24/750 24+880 450444.0770 2507222.8110 480.346

152 TBM74 25+020 450358.5510 2507334.7610 473.458

153 TBM25/250 25+380 450116.2030 2507589.0400 478.288

154 TBM76 25+570 449985.0590 2507727.3100 477.051

155 TBM25/500 25+630 449964.9630 2507791.2290 478.575

156 TBM25/750 25+880 449913.0550 2508022.9420 487.579

157 TBM77 ON CULVERT 25+930 449913.3800 2508069.7960 486.425

158 TBM78 ON CULVERT 26+060 449925.1790 2508199.9950 485.020

159 TBM26/0 26+150 449948.2080 2508284.2150 485.927

160 TBM78 ON CULVERT 26+325 450042.0280 2508425.4150 485.092

161 TBM26/250 26+390 450081.1340 2508481.6610 484.868

162 TBM79 ON CULVERT 26+525 450174.1240 2508559.6240 483.268

163 TBM26/500 26+640 450284.3570 2508626.3290 485.843

164 TBM26/750 26+900 450529.1050 2508631.7590 484.205

165 TBM27/0 27+155 450780.7300 2508656.8620 477.326

166 TBM80 ON CULVERT 27+300 450928.7630 2508669.0110 474.988

167 TBM27/250 27+410 451024.9410 2508620.3550 476.973

168 TBM27/500 27+665 451278.2260 2508587.3140 484.323

169 TBM27/750 27+910 451522.8260 2508566.7590 489.503

170 TBM28/250 28+415 452024.1650 2508515.4940 487.152

171 TBM81 ON CULVERT 28+550 452154.3970 2508525.9580 486.148

172 TBM82 ON CULVERT 28+730 452331.4950 2508484.0410 488.247

173 TBM28/750 28+965 452568.2980 2508458.0890 497.791

174 TBM83 29+090 452673.4830 2508394.8350 490.037

175 TBM75 29+120 452697.1460 2508380.5750 490.530

176 TBM29/0 29+180 452738.1400 2508400.6560 490.832

177 TBM86A 29+550 452849.2540 2508744.5090 482.624

178 TBM86 29+625 452875.4290 2508819.6800 482.848

179 TBM87 30+015 452917.5600 2509197.6200 485.093

180 TBM88 30+380 452918.3470 2509549.5100 482.547

181 TBM30/500 30+690 453034.5150 2509812.9390 484.392

182 TBM30/750 30+945 453240.0830 2509953.7300 488.181

183 TBM90 31+085 453350.2970 2510037.3940 488.650

184 TBM91 31+320 453392.4510 2510249.6890 488.190

185 TBM92 31+380 453380.1460 2510308.4800 488.162

186 TBM93 31+590 453345.5420 2510519.9300 486.697






Main

Report


187 TBM94 31+735 453317.4790 2510656.5440 486.713

188 TBM95 31+830 453290.0470 2510746.2050 486.674

189 TBM31/750 31+960 453258.8590 2510872.2530 490.337

190 TBM96 32+165 453293.6150 2511056.2400 496.519

191 TBM97 32+920 453470.4220 2511729.8790 484.683

192 TBM98 32+950 453488.6330 2511769.0150 484.318

193 TBM32/750 32+970 453493.6550 2511784.8820 484.234

194 TBM33/0 33+205 453666.6790 2511945.0040 487.126

195 TBM33/250 33+485 453908.4110 2512059.2400 491.628

196 TBM100 33+540 453966.6240 2512064.8580 490.617

197 TBM101 33+720 454128.537 2512123.913 489.145

198 TBM34/0 34+220 454465.809 2512372.195 487.780

199 TBM103 ON CULVERT 34+510 454512.366 2512656.381 482.882

200 TBM104 ON CULVERT 34+570 454523.269 2512716.637 483.425

201 TBM34/500 34+780 454544.442 2512914.233 484.467

202 TBM105 ON CULVERT 34+785 454553.005 2512915.713 484.628

203 TBM106 34+895 454614.588 2513011.076 483.219

204 TBM35/0 35+230 454767.651 2513252.831 481.369

205 TBM107 ON CULVERT 35+430 454844.493 2513433.773 479.218

206 TBM35/250 35+480 454868.038 2513475.894 478.747

207 TBM35/750 35+985 455026.002 2513944.188 476.018

208 TBM36/0 36+230 455080.552 2514185.750 473.310

209 TBM108 ON CULVERT 36+460 455135.424 2514406.964 470.712

210 TBM36/500 36+745 455215.141 2514662.447 469.777

211 TBM37/150 37+420 455391.583 2515044.470 469.080

212 TBM37/500 37+780 455274.470 2515366.119 474.556

213 TBM37/750 38+035 455091.898 2515523.733 473.561

214 TBM38/0 38+290 455181.961 2515762.249 472.577

215 TBM109 ON CULVERT 38+500 455233.494 2515965.530 471.169

216 TBM38/250 38+550 455239.421 2516007.936 471.108

217 TBM110 38+710 455263.370 2516165.064 475.249

218 TBM38/500 38+805 455206.290 2516240.397 480.487

219 TBM38/750 39+045 454984.874 2516345.701 478.459

220 TBM111 ON CULVERT 39+055 454980.733 2516355.203 478.360

221 TBM39/0 39+300 454738.448 2516388.270 479.727

222 TBM39/250 39+545 454512.105 2516484.565 482.774

223 TBM114 ON CULVERT 39+750 454444.683 2516669.679 481.607

224 TBM115 ON CULVERT 39+775 454424.461 2516694.487 481.158

225 TBM116 ON CULVERT 40+040 454331.602 2516903.351 482.450

226 TBM39/750 40+045 454332.227 2516905.760 482.315

227 TBM117 ON CULVERT 40+385 454181.623 2517132.221 476.985

228 TM119 40+620 453971.683 2517202.155 473.053

229 TBM120 ON CULVERT 40+810 453907.110 2517387.505 476.446

230 TBM40/500 40+820 453907.773 2517399.982 475.851

231 TBM41/0 41+315 453954.678 2517882.442 484.699

232 TBM121 ON CULVERT 41+545 454093.459 2518055.479 489.543

233 TBM122 ON CULVERT 41+700 454163.510 2518192.396 489.496






Main

Report


234 TBM123 ON CULVERT 41+815 454210.114 2518298.738 492.332

235 TBM14/500 ON CULVERT 41+820 454202.847 2518303.454 491.900

236 TBM124 ON CULVERT 41+930 454255.653 2518406.690 493.765

237 TBM123 ON CULVERT 42+045 454275.486 2518516.288 494.730

238 TBM41/750 42+075 454255.500 2518540.334 494.685

239 TBM42/0 42+330 454110.175 2518733.271 502.329

240 TBM126 ON CULVERT 42+540 453922.714 2518784.287 501.681

241 TBM42/250 42+580 453896.224 2518815.596 502.051

242 TBM42/500 42+840 453857.631 2519058.871 504.137

243 TBM128 43+075 453880.918 2519288.602 504.695

244 TBM42/750 43+095 453875.445 2519312.311 504.846

245 TBM129 ON CULVERT 43+205 453881.762 2519418.935 505.027

246 TBM130 43+280 453882.039 2519500.695 506.183

247 TBM132 ON CULVERT 43+600 453921.1320 2519813.2950 505.218

248 TBM43/250 43+605 453924.8920 2519816.6780 504.407

249 TBM133 ON CULVERT 43+840 453897.1040 2520046.0640 506.702

250 TBM134 ON CULVERT 44+030 453927.0910 2520224.1170 504.213

251 TBM44/0 44+360 453994.3590 2520544.7820 502.783

252 TBM136 ON CULVERT 44+375 454005.6880 2520562.0440 502.921

253 TBM138 ON CULVERT 44+860 454088.4750 2521001.9470 507.028

254 TBM139 ON CULVERT 44+980 454097.1250 2521119.4470 507.552

255 TBM140 ON CULVERT 45+095 454093.5620 2521230.0550 506.696

256 TBM44/750 45+120 454081.8800 2521251.3100 506.360

257 TBM141 ON CULVERT 45+175 454068.1000 2521305.1450 506.083

258 TBM172 ON CULVERT 45+540 454183.6020 2521655.1780 506.011

259 TBM45/250 45+625 454182.2940 2521732.4970 506.706

260 TBM143 ON CULVERT 45+775 454199.4470 2521884.0260 506.277

261 TBM45/750 46+120 453960.6370 2522026.5050 501.214

262 TBM144 ON CULVERT 46+275 453808.4750 2522055.5300 497.503

263 TBM46/500 46+875 453588.7420 2522498.8080 515.408

264 TBM145 ON CULVERT 46+925 453552.2990 2522528.2780 517.653

265 TBM47/0 47+380 453646.2140 2522776.1130 549.551

266 TBM47/750 48+145 453108.9820 2523187.6100 585.830

267 TBM48/500 48+895 452915.9440 2523785.7730 618.104

268 TBM49/250 49+705 452874.4910 2524264.8490 671.114

269 TBM49/759 50+155 453011.2420 2524699.3680 673.577

270 TBM50/250 50+665 453323.1130 2524803.4230 657.865

271 TBM149 ON CULVERT 50+770 453283.4480 2524787.3580 657.772

272 TBM50/500 50+915 453522.9660 2524953.9390 651.925

273 TBM50/750 51+180 453648.7670 2525184.4850 646.735

274 TBM51/0 51+430 453703.2650 2525427.0060 648.726

275 TBM51/250 51+680 453705.6260 2525644.6840 633.431

276 TBM51/500 51+935 453810.4870 2525873.8760 617.753

277 TBM51/750 52+180 453776.1100 2526099.3080 613.722

278 TBM52/0 52+430 453688.6800 2526328.8740 615.780

279 TBM52/500 52+945 453498.5660 2526785.0500 604.731

280 TBM52/750 53+185 453441.9460 2526985.3590 590.798






Main

Report


281 TBM150 53+435 453359.1690 2527188.0720 579.136

282 TBM53/0 53+440 453352.4670 2527195.4840 578.820

283 TBM53/250 53+685 453254.4670 2527333.0610 562.960

284 TBM53/500 53+950 453009.3980 2527440.1110 547.548

285 TBM53/750 54+210 452907.8030 2527260.6180 532.698

286 TBM54/0 54+460 452895.8360 2527498.2680 521.008

287 TBM151 54+610 452884.2620 2527640.6170 517.712

288 TBM152 55+265 452436.1800 2528068.9220 508.134

289 TBM153 ON CULVERT 55+435 452298.8210 2528146.1620 509.255

290 TBM55/250 55+735 452153.9440 2528400.5240 504.191

291 TBM55/500 55+980 452044.6420 2528627.0060 500.729

292 TBM154 ON CULVERT 56+075 451994.6520 2528708.2260 499.543

293 TBM55/750 56+250 452030.9500 2528879.4860 504.210

294 TBM ON CULVERT 56+315 452052.4680 2528933.9590 503.121

295 TBM56/0 56+400 452093.5960 2529012.0280 497.863

296 TBM154 ON CULVERT 57+680 451978.6810 2529894.1170 504.705

297 TBM57+500 58+125 452162.519 2530296.933 498.997

298 TBM58+350 58+835 451802.789 2530558.500 481.813

299 TBM155 58+895 451758.450 2530581.928 481.740

300 TBM58/750 59+235 451463.704 2530591.789 488.444

301 TBM59/0 59+510 451206.653 2530497.863 487.830

302 TBM156 ON CULVERT 59+515 451198.628 2530503.688 487.860

303 TBM59/250 59+750 451008.127 2530358.776 488.531

304 TBM156 ON CULVERT 59+890 450890.154 2530278.968 487.490

305 TBM59/500 60+000 450805.186 2530212.196 488.969

306 TBM157 ON CULVERT 60+230 450625.173 2530336.750 491.435

307 TBM60/250 60+750 450430.309 2530550.974 533.711

308 TBM60/500 61+010 450362.655 2530681.690 556.324

309 TBM60/250 61+255 450172.752 2530783.233 565.384

310 TBM61/0 61+520 449933.183 2530914.955 568.107

311 TBM61/250 61+770 449834.816 2531133.233 570.882

312 TBM62/0 62+520 449424.216 2531507.543 614.759

313 TBM62/250 62+775 449363.947 2531709.239 618.993

314 TBM62/500 63+015 449145.238 2531802.243 613.099

315 TBM62/750 63+280 448994.081 2531988.711 617.983

316 TBM63/0 63+530 448992.516 2532235.896 619.591

317 TBM63/250 63+775 449167.382 2532399.405 622.868

318 TBM63/500 64+035 449089.571 2532585.287 632.560

319 TBM163 64+500 448746.651 2532903.050 620.131

320 TBM64/0 64+535 448717.453 2532921.504 620.105

321 TBM165 ON CULVERT 64+725 448552.235 2532996.417 624.290

322 TBM64/250 64+795 448483.198 2532994.963 625.682

323 TBM166 ON CULVERT 64+835 448434.558 2533005.997 626.468

324 TBM64/500 65+045 448267.908 2533096.889 636.806

325 TBM64/750 65+300 448067.118 2533256.951 641.582

326 TBM65/250 65+800 447692.995 2533588.951 640.798

327 TBM65/750 66+310 447284.288 2533888.722 636.433






Main

Report


328 TBM170 66+715 446962.569 2534127.467 632.560

329 TBM66/250 66+815 446875.424 2534183.181 633.672

330 TBM66/750 67+325 446424.131 2534023.012 633.595

331 TBM67/0 67+580 446179.039 2533962.452 633.848

332 TBM67/750 67+820 445937.472 2533948.642 631.229

333 TBM67/500 68+075 445705.811 2534050.455 625.423

334 TBM ON CULVERT 68+245 445557.047 2534133.415 615.770

335 TBM68 ON KM 68+585 445265.648 2534297.733 627.504

336 TBM68/250 68+830 445050.850 2534422.359 631.700

337 TBM68/500 69+090 444806.878 2534493.788 637.212

338 TBM69/250 69+845 444247.839 2534840.813 640.537

339 TBM69/500 70+100 443997.649 2534850.757 641.559

340 TBM69/750 70+355 443739.389 2534828.299 637.314

341 TBM70/250 70+855 443244.558 2534805.404 643.847

342 TBM70/500 71+110 442985.102 2534826.815 646.120

343 TBM177 NO CULVERT 71+140 442959.386 2534826.779 645.942

344 TBM71/0 71+615 442524.736 2534792.493 642.346

345 TBM71/250 71+875 442303.766 2534653.136 637.005

346 TBM71/500 72+115 442083.668 2534559.090 633.908

347 TBM71/750 72+345 441852.7490 2534536.4010 631.075

348 TBM72 ON KM 72+625 441573.0340 2534526.9900 629.372

349 TBM72/200 72+815 441389.2680 2534499.0030 627.823

350 TBM178 ON CULVERT 72+985 441267.6700 2534380.4870 625.220

351 TBM73 ON KM 73+655 440764.8320 2533963.2820 627.229

352 TBM73/250 73+900 440524.5630 2533919.4180 622.145

353 TBM179ON CULVERT 74+115 440310.3750 2533930.1400 619.625

3.6 Soil and Material Investigations & Analysis

Survey was conducted to identify suitable locations for construction materials and quarry

chart has been prepared indicating the probable source of material as per MORTH

Specifications and requirement. Following type of tests are conducted: -

1. Field Density for existing embankment soil.

2. Atterberg’s limit (L.L. P.L. & P.I) and mechanical soil properties to classify the type of soil

and CBR value for existing embankment.

3. Stone material for coarse aggregate, Impact Test, Water Absorption, Density and Specific

Gravity Test.

Samples were collected and tested in our field laboratory. Following type of samples were

collected:

1. Soil Samples from existing embankment.

2. Soil Samples for New Embankment Work are collected from identified sources for

establishing the properties as per MOSR&TH specifications.

3. Stone material for Coarse Aggregate, required for pavement (Flexible / Rigid)

Construction, and structural work. (For WBM, WMM, Cement Concrete, & Asphalt work)

4. Fine aggregate, Sand sample are located in quarry chart for concrete work.






Main

Report

Sources for construction materials, which are required to be procured directly from the

manufacturer such as CEMENT, STEEL and BITUMEN, are also investigated and

identified.

3.6.1 Investigations Carried Out:

Activities for collection of samples and testing of material were carried out as per

frequency given below:

Table 3.13: Quantum of Investigations

Sr.

No. Task Description Average interval

Number of

Samples Tested

1.

Collecting Sub grade Soil sample from existing

embankment portion and conducting:

Maximum Dry density (Modified Proctor Density Test)

Atterberg’s Limit test (LL, PL & PI)

Lab CBR Test (Soaked & Unsoaked)

iv. Classification of subgrade soil as per IS:1498-

1970

As per provision of

TOR 3.3.0. (a)

10

2.

Test pit excavation near existing embankment toe

sample from adjoining land for proposed widening for

conducting Lab-Test




iv. Classification of sub soil as per

IS: 1498-1970.

As per provision of

TOR 3.3.0.(b)

31 Nos

3.

Investigation for Quarry samples for soil




Classification of sub soil as per IS:1498-1970.

One sample from

each quarry -

3.6.2 Existing Sub grade and Embankment Soil Investigations

Test pits were excavated at selected locations for preliminary survey along with both

directions to perform the field density test and to determine the crust of existing road. The

test pits were dug from existing pavement surface up to sub-grade level. Surface was

leveled and prepared for field density test. FDD tests were conducted at each test pit

location. Moisture content test was conducted using rapid moisture meter. Sufficient

quantities of samples were collected to conduct various laboratory tests as listed below: -

3.6.3 TOE SOIL INVESTIGATION (Portion to be widened)

The test pit was excavated at suitable/selected location near the existing toe line and in

proposed widening portion to ascertain the strength of sub base (virgin land / natural

ground). Accordingly, in all of natural land soil sample (in road way width of proposed

widening width) were collected for testing in the field laboratory. Tests performed are

given in table: - (3.14 & 3.15)






Main

Report

i) Grain Size Distribution for each sample.

ii) Atterberg’s limits for each sample (LL, PL, PI)

iii) Field Moisture

iv) Moister Content Density Relation Ship (By using method of Heavy Compaction)

v) Soaked CBR Value

3.6.4 CONSTRUCTION MATERIALS INVESTIGATION

(Soil and material investigation data)

The object of material survey and investigation was to locate & identify the source of proper

quality materials required for project. For this purpose, samples were taken from borrow

area and tested for their engineering property required as per MORTH specifications for

roads & bridges. It was also ascertained whether the proper type of materials is available in

sufficient quantities and within minimum lead. As a first step material sources were

identified during the preliminary field investigation. The samples for earth, sub grade soil,

Stone, Stone aggregate (metals) of different sizes and sand were collected and tested in our

field laboratory.

3.6.5 Borrow Area

The investigation was aimed at locating the potential borrow areas for embankment fill /

sub grade & Granular sub base material for widening as well as for realignment and

different type of metal for concrete and asphalt work along the project corridor to minimize

the haulage (lead charges) for economy and suitability. For this, information from Local

PWD, NH Division, district mining officer and local contractors / suppliers were collected.

Based on the preliminary information actual survey was conducted and quarry chart was

prepared. Samples were collected and Borrow areas were identified. Information regarding

area, available quantity, and ownership whether private or government was also collected.

Samples were tested in our material testing laboratory. Details shown Table 3.16 & earth

borrow area chart.

3.6.6 Borrow Pits for Construction Materials

For Embankment and for Granular base material, Stone metal and Sand Material survey

and investigations have been carried out to determine the availability and suitability of the

various soils and materials to be used in the project work. Soil & material of good quality

for embankment / sub grade construction and granular material / stone metal for pavement

are available in sufficient quantity from various identified borrow areas and quarries.

The Geo-tech team has carried out surveys in the project area and identified locations from

where adequate quantity of various road construction materials would be available for

completing the assignment. The various available locations for metal, moorum, sand etc.

have been marked on the quarry charts. Samples of these materials were also collected. For

earth to be taken from borrow areas in the vicinity of the road, gradation Atterberg and

Modified Procter Tests for CBR have been carried out.

3.6.7 Manufacture Material

Cement: Ordinary Portland cement grades 33, 43 and 53 conforming to IS: 269, IS: 8112,

and IS: 12269 respectively shall be used subject to the condition that the design cement

content does not exceed 540 kg per cum and the minimum requirement of cement from






Main

Report

durability considerations are provided. Use of Portland slag cement or Portland pozzolana

cement shall not be permissible for any structural concrete. Other grades of cement such as

Rapid hardening cement conforming to IS: 8041 and Sulphate resistant cement conforming

to IS: 12330 shall be permissible in specific situations subject to the provisions of clause

1000 of MOSRTH specifications. Cement is available in nearby areas from the

manufacturers in Mandla and Jabalpur district in Madhya Pradesh.

Steel: High Yield Strength Deformed (HYSD) reinforcing bars of Fe 500 grade

conforming to IS: 1786-2008 and High Tensile Strength pre-stressing tendons conforming

to IS: 6006 shall be used.

Steel with IS certification are indigenously available in from the manufacturers in Madhya

Pradesh.

Bitumen: It is observed on the project road that the annual rainfall is around 1413mm and

temperature variation less than 14 degree centigrade. The consultant proposes the following

grade of bitumen considering seasonal temperature variation, number of commercial traffic

and traffic loading.

Considering the above factors, the following grades of bitumen are proposed for the mixes

as per Appendix 4 of MOSRT&H Specifications for roads and bridges: 60/70 paving grade

bitumen conforming to IS: 73 shall be used. Crumb rubber modified bitumen (CRMB) and

Polymer modified bitumen (PMB) conforming to IRC: SP: 53 shall be used. Bitumen of

VG-30 grade are available from HPCL, BPCL and IOCL in Mumbai and CRMB and PMB

are available from IOCL in Panipat, and Mathura.

Table 3.14: Summary of the lab test results of Subgrade Soil Along the existing road

S.No. Existing

Chainage (km)

Grain Size Analysis Test (%)

Atterberg Limits (%) Max. Dry

Density (g/cc)

Optimum Moisture Content

(%)

CBR Value

(%) Gravel

% Sand

%

Silt &

Clay %

LL % PL % PI %

1 0+100 7.13 39.87 53 24.59 10 14.59 1.94 12.56 8.59

2 2+500 11.23 35.21 53.56 29.58 17.96 11.62 1.98 10.59 10.04

3 4+800 12.59 30.29 57.12 25.69 15.4 10.29 1.99 10.23 10.23

4 7+500 10.59 38.79 50.62 22.59 14.7 7.89 1.96 11.59 9.89

5 9+500 8.23 33.56 58.21 29.74 17.38 12.36 1.93 13.29 9.46

6 12+500 9.48 36.89 53.63 24.58 13.02 11.56 1.94 13.20 8.59

7 14+700 7.62 28.59 63.79 28.97 16.62 12.35 1.90 14.56 7.59

8 17+500 8.59 33.59 57.82 26.59 15.5 11.09 1.94 12.89 8.57

9 19+500 11.20 29.87 58.93 29.87 17.57 12.3 1.99 10.20 10.89






Main

Report

S.No. Existing

Chainage (km)



Density (g/cc)


(%)

CBR Value

(%) Gravel

% Sand

%

Silt &

Clay %

LL % PL % PI %

10 22+500 10.25 30.56 59.19 34.59 24.29 10.3 1.96 11.69 9.96

11 24+900 9.85 33.59 56.56 34.25 22.66 11.59 1.92 13.56 8.50

12 27+500 8.56 30.26 61.18 32.59 19 13.59 1.90 14.52 7.89

13 30+100 10.23 27.52 62.25 31.59 18.7 12.89 1.89 14.89 6.89

14 32+500 11.23 28.59 60.18 34.59 24.33 10.26 1.92 13.52 8.56

15 35+300 9.87 25.89 64.24 34.79 23.3 11.49 1.88 14.89 6.59

16 37+500 10.23 35.69 54.08 31.26 21.03 10.23 1.99 10.20 10.28

17 40+500 11.28 40.21 48.51 22.59 10.24 12.35 1.95 11.56 8.97

18 42+500 15.62 26.9 57.48 29.85 16.26 13.59 2.00 9.59 10.98

19 45+000 9.56 25.89 64.55 42.56 27.78 14.78 1.92 13.20 8.97

20 47+500 10.24 29.89 59.87 29.87 19.58 10.29 1.98 10.13 10.12

21 50+200 11.89 33.26 54.85 26.54 16.69 9.85 1.97 11.60 9.89

22 52+500 12.45 30.25 57.3 29.99 21.4 8.59 1.99 10.20 10.27

23 55+400 13.26 29.87 56.87 29.87 19.64 10.23 2.01 9.48 11.23

24 57+500 10.23 27.84 61.93 36.59 24 12.59 1.94 13.26 9.78

25 60+700 9.89 26.89 63.22 38.59 25.12 13.47 1.92 13.46 8.52

26 62+500 16.26 30.56 53.18 22.59 11.36 11.23 2.03 8.79 11.89

27 65+100 12.36 29.89 57.75 29.8 17.33 12.47 2.01 9.23 11.23

28 67+500 10.5 31.26 58.24 29.87 19.64 10.23 2.00 8.96 11.16

29 70+000 11.58 32.56 55.86 36.59 22 14.59 1.99 10.29 10.87

30 72+500 10.2 34.59 55.21 27.89 15.59 12.3 1.97 11.61 9.87

31 73+800 11.62 32.58 55.8 29.89 18.3 11.59 1.99 10.21 10.89

Graphical representation of the maximum dry density and the corresponding optimum moisture

content along the project road stretch is shown in Figure 3.2 & 3.3 the soaked CBR values are

shown in Figure 3.4.






Main

Report

Figure- 3.2 Graphical representation of the MDD the project road stretch

Figure-3.3 Graphical representation of the OMC along the project road stretch

14.59

11.62

10.29

7.89

12.36

11.56

12.35

11.09

12.3

10.3

11.59

13.59

12.89

10.26

11.49

10.23

12.35

13.59

14.78

10.299.85

8.59

10.23

12.59

13.47

11.23

12.47

10.23

14.59

12.3

11.59

0

2

4

6

8

10

12

14

16

0+

10

0

2+

50

0

4+

80

0

7+

50

0

9+

50

0

12

+5

00

14

+7

00

17

+5

00

19

+5

00

22

+5

00

24

+9

00

27

+5

00

30

+1

00

32

+5

00

35

+3

00

37

+5

00

40

+5

00

42

+5

00

45

+0

00

47

+5

00

50

+2

00

52

+5

00

55

+4

00

57

+5

00

60

+7

00

62

+5

00

65

+1

00

67

+5

00

70

+0

00

72

+5

00

73

+8

00

MA

X D

RY

DE

NS

ITY

(IN

G/C

C)

CHAINAGE IN KM

1.9

4

1.9

8 1.9

9

1.9

6

1.9

3 1.9

4

1.9

1.9

4

1.9

9

1.9

6

1.9

2

1.9

1.8

9

1.9

2

1.8

8

1.9

9

1.9

5

2

1.9

2

1.9

8

1.9

7

1.9

9

2.0

1

1.9

4

1.9

2

2.0

3

2.0

1

2

1.9

9

1.9

7

1.9

9

1.8

1.85

1.9

1.95

2

2.05

0+

10

0

2+

50

0

4+

80

0

7+

50

0

9+

50

0

12

+5

00

14

+7

00

17

+5

00

19

+5

00

22

+5

00

24

+9

00

27

+5

00

30

+1

00

32

+5

00

35

+3

00

37

+5

00

40

+5

00

42

+5

00

45

+0

00

47

+5

00

50

+2

00

52

+5

00

55

+4

00

57

+5

00

60

+7

00

62

+5

00

65

+1

00

67

+5

00

70

+0

00

72

+5

00

73

+8

00

OP

TIM

UM

MO

IST

UR

E C

ON

TE

NT

(%

)

CHAINAGE IN KM






Main

Report

Figure-3.4 Graphical representation of the soaked CBR values

Table 3.15: Summary of the Lab. Test Results for O.G.L Soil along the Existing Road

Sr. No.

Existing Chainage

(km)



Density (g/cc)


(%)

Free Swell Index (%)

CBR Value (%)

Gravel %

Sand %

Silt &

Clay %

LL % PL % PI %

1 1 + 400 6.59 39.87 53.54 27.59 11.99 15.60 1.940 11.96 23.79 6.23

2 8 + 300 5.89 38.59 55.52 29.56 13.35 16.21 1.920 12.46 26.59 5.98

3 11 + 600 7.82 40.19 51.99 24.12 11.78 12.34 1.960 11.56 22.82 6.62

4 19 + 900 6.30 39.75 53.95 25.63 9.94 15.69 1.930 11.89 24.13 6.19

5 25 + 100 8.56 35.40 56.04 22.14 10.94 11.20 1.980 10.75 20.31 7.23

6 31 + 100 6.23 32.45 61.32 33.52 15.93 17.59 1.860 14.86 28.56 5.46

7 36 + 200 5.62 33.26 61.12 33.45 19.86 13.59 1.870 14.23 28.35 5.58

8 41 + 200 6.21 30.29 63.50 35.62 21.06 14.56 1.890 13.62 27.59 6.14

9 49 + 000 7.52 31.20 61.28 31.47 18.91 12.56 1.864 14.26 28.19 5.43

10 55 + 850 6.20 33.47 60.33 30.23 16.97 13.26 1.894 13.02 27.86 6.23

12

.56

10

.59

10

.23

11

.59

13

.29

13

.2

14

.56

12

.89

10

.2

11

.69

13

.56 14

.52

14

.89

13

.52 1

4.8

9

10

.2

11

.56

9.5

9

13

.2

10

.13

11

.6

10

.2

9.4

8

13

.26

13

.46

8.7

9

9.2

3

8.9

6

10

.29 1

1.6

1

10

.21

0

2

4

6

8

10

12

14

16

0+

10

0

2+

50

0

4+

80

0

7+

50

0

9+

50

0

12

+5

00

14

+7

00

17

+5

00

19

+5

00

22

+5

00

24

+9

00

27

+5

00

30

+1

00

32

+5

00

35

+3

00

37

+5

00

40

+5

00

42

+5

00

45

+0

00

47

+5

00

50

+2

00

52

+5

00

55

+4

00

57

+5

00

60

+7

00

62

+5

00

65

+1

00

67

+5

00

70

+0

00

72

+5

00

73

+8

00

CB

R (

%)

CHAINAGE IN KM






Main

Report

Graphical representation of the maximum dry density and the corresponding optimum moisture

content and free swell index along the project road stretch is shown in Figure 3.5, 3.6, 3.7 &

the soaked CBR values are shown in Figure 3.8.

Figure- 3.5 Graphical representation of the MDD the project road stretch

Figure- 3.6 Graphical representation of the OMC along the project road stretch

1.94

1.92

1.96

1.93

1.98

1.86

1.87

1.89

1.864

1.894

1.8

1.82

1.84

1.86

1.88

1.9

1.92

1.94

1.96

1.98

2

1 + 400 8 + 300 11 + 600 19 + 900 25 + 100 31 + 100 36 + 200 41 + 200 49 + 000 55 + 850

MA

X D

RY

DE

NS

ITY

(IN

G/C

C)

CHAINAGE IN KM

11

.96

12

.46

11

.56

11

.89

10

.75

14

.86

14

.23

13

.62

14

.26

13

.02

0

2

4

6

8

10

12

14

16

1 + 400 8 + 300 11 + 600 19 + 900 25 + 100 31 + 100 36 + 200 41 + 200 49 + 000 55 + 850

OP

TIM

UM

MO

IST

UR

E C

ON

TE

NT

(%

)

CHAINAGE IN KM






Main

Report

Figure- 3.7 Graphical representation of the FSI along the project road stretch

Figure- 3.8 Graphical representation of the soaked CBR values

23

.79

26

.59

22

.82

24

.13

20

.31

28

.56

28

.35

27

.59

28

.19

27

.86

0

5

10

15

20

25

30

1 + 400 8 + 300 11 + 600 19 + 900 25 + 100 31 + 100 36 + 200 41 + 200 49 + 000 55 + 850

Fre

e s

we

ll i

nd

ex

(%

)

Chainage in km

6.2

3

5.9

8

6.6

2

6.1

9

7.2

3

5.4

6

5.5

8

6.1

4

5.4

3

6.2

3

0

1

2

3

4

5

6

7

8

1 + 400 8 + 300 11 + 600 19 + 900 25 + 100 31 + 100 36 + 200 41 + 200 49 + 000 55 + 850

CB

R (

%)

CHAINAGE IN KM






Main

Report

Table 3.16: Stone Quarry for Aggregate

Name

of

Quarry

Size of

Aggregate IS Sieve (mm)

(%) age retain on each

sieve

Water

Absorption

in %age

Specific

Gravity

Aggregate

Impact

Value

Kaushik

Stone

Crusher

40mm

Coarse

Aggregate

63 40 20 10 100 48.48 0 0 1.169 2.757 13.65

20mm

Coarse

Aggregate

40 20 10 4.75 100 88.83 0.18 0 1.102 2.627 16.35

10mm

Coarse

Aggregate

12.5 10 4.75 2.36 95.37 55.58 0.76 0.34 0.899 2.637 10.41






Main

Report

Figure- 3.9 Quarry Chart

Mandla Niwas

End point at km 74+193(Khinha village)

Borrow area

Km 20.50

Aggregates

Kaushik stone crusher

Km 10

Sand

Narmada River (km 10 )

Mandla NH-30 Raipur

Start point at km 0+000 (Anjaniya village)

Road Name : Anjania – Ramnagar– Regaon – Chubhawal – Chakdehi - Khinha






Main

Report






Main

Report

Figure- 3.10 Photographs During the Collection of Soil Sample






Main

Report






Main

Report

Figure- 3.11 Photographs During the Lab Test






Main

Report

CHAPTER – 4

TRAFFIC SURVEY AND ANALYSIS

4.1 Introduction

The traffic study aims at estimating the base year Average Daily Traffic and Travel

Characteristics on the project corridor and forecasting the Annual Average Daily Traffic

(AADT) for project horizon year. Various aspects of traffic study are presented in

subsequence sections of this chapter. Results of the traffic analysis will form inputs for

designing the pavement, capacity of the road, carrying out economic and financial analysis,

planning the wayside amenities along with design of intersections etc.

4.2 Traffic Surveys and locations

To capture the traffic flow characteristics, travel pattern and other characteristics related to

the Project Road, the following primary traffic surveys have been conducted

Classified Traffic Volume Count (CTVC)

Axle Load Survey (ALS)

Turning Movement Survey (TMC)

Traffic survey locations for carrying out CTVC & axle load surveys were selected after a

site reconnaissance considering the following parameters:

The station should represent homogeneous traffic section

The station should be outside urban and local influence

The station should be located in a reasonably level terrain with good visibility

The O-D stations should preferably be located near police stations for the convenience

and safety of stopping vehicles for roadside interview survey.

The traffic survey schedule has been presented in the table below.

Table 4.1: Location and Schedule of different Traffic Surveys

S.No. Type of Survey

Homogeneous Section

Location Survey Date Duration of Survey

1 Classified

Traffic Volume Count (CTVC)

Section-1 1+000 (Near Anjania village) 11/12/2019 - 17/12/2019

7 days 24 hours

Section-2 37+600 (near Regaon Village ) 11/12/2019 - 17/12/2019

Section-3 73+200 (near Khinha Village ) 11/12/2019 - 17/12/2019

2 Axle Load

Survey

Section-1 1+000 (Near Anjania village) 13-12-2019 Day Time

Section-2 72+600 (near Khinha Village ) 14-12-2019

3 Turning

Movement Counts (TMC)

Section-1 0+000 13-12-2019

24 Hrs Section-2 37+600 11-12-2019

Section-3 48+000 14-12-2019






Main

Report

Photographs of CTVC Location






Main

Report

Photographs of TMC Location






Main

Report

Photographs of Axel load Location






Main

Report

4.3 Traffic Surveys Analysis

4.3.1 Average Daily traffic

The traffic volumes counted in 15-minute intervals have been aggregated to one-hour

volumes. These are presented in the Appendix. The hourly volumes have been

aggregated into daily volumes for the entire survey period (7-days). The daily volumes

are then averaged for ADT. To express the classified vehicular count in terms of PCUs,

the PCU factors as given in IRC-64: 1990 have been considered. For ready reference,

the PCU Factors considered in the analysis are given in the Table below.

Table 4.2: PCU Factors as per IRC 64:1990

S. No. Vehicle Type PCU

Factor

1 Two-Wheeler 0.50

2 Car/Jeep/ Van/Taxi/ Auto 1.00

3 BUS

Mini 1.50

4 Standard 3.00

5 LCV 1.50

6

Truck

2-Axle 3.00

7 3 -Axle 3.00

8 Multi-Axle/with Trailer 4.50

9 Agricultural

Tractor

With Trailer 4.50

10 Without Trailer 1.50

11 Cycle 0.50

12 Cycle Rickshaw 2.00

13 Hand Cart 3.00

14 Animal

Drawn

Bullock Cart 8.00

15 Horse 4.00

The summary of ADT, as observed on the Project Road, in terms of numbers of vehicles

and PCU are given in the Table below.

Table 4.3: Summary of Average Daily Traffic (ADT)

Vehicle Category Km 1+000 Km 37+600 Km 73+200

ADT (Nos) ADT (PCU) ADT (Nos) ADT (PCU) ADT (Nos) ADT (PCU)

Two-Wheeler 1269 635 359 179 977 488

Three-Wheeler/ Auto 161 161 23 23 23 23

Car/Jeep/Van/ Taxi 144 144 59 59 160 160

Mini Bus 0 0 0 0 0 0






Main

Report

Bus 0 0 0 0 19 57

LCV 59 89 70 105 35 52

2-Axle Truck 18 54 0 0 0 1

3-Axle Truck 2 6 0 0 3 8

M-Axle Truck 0 0 0 0 0 0

Tractor with Trailer 92 413 21 95 47 212

Tractor Without Trailer 20 30 5 8 11 17

Total First Moving Vehicles (FMV) 1764 1531 537 469 1275 1018

Cycle 140 70 21 11 138 69

Cycle Rickshaw 0 0 0 0 0 0

Hand Cart 1 3 0 0 0 0

Bullock Cart 0 0 0 0 0 0

Horse Cart 0 0 0 0 0 0

Total Slow-Moving Vehicles (SMV) 141 72 21 11 138 69

Total 1905 1603 558 480 1413 1087

CVPD 79 — 70 — 57 —

4.3.2 Temporal Variation

Analysis has been carried out to understand the following parameters on temporal

variation of traffic on the Project Road

Daily variation of traffic,

Hourly variation of traffic, and

Peak Hour Factor (PHF)

The results and findings from the above analysis are given below.

Daily Variation

Daily variations in traffic in terms of number of vehicles & PCU at all the count

locations are given below.

Table 4.4: Daily variation of Traffic

Daily Variation of Traffic Day-1 Day-2 Day-3 Day-4 Day-5 Day-6 Day-7

Section-1

Numbers 1905 1965 1923 1921 1862 1843 1916

PCU 1616 1607 1575 1627 1594 1551 1653

Section-2

Numbers 557 600 538 579 548 566 518

PCU 472 560 437 489 470 482 449

Section-3

Numbers 1433 1362 1422 1551 1378 1197 1550

PCU 1102 1040 1085 1217 1055 897 1216






Main

Report

Section-1

Section-2

Section-3

Figure 4.1: Daily variation of Traffic

0

500

1000

1500

2000

2500

Day-1 Day-2 Day-3 Day-4 Day-5 Day-6 Day-7

Tra

ffic

Vo

lum

e

Day

Daily Variation of Traffic

No

PCU

0

100

200

300

400

500

600

700


Tra

ffic

Vo

lum

e

Day


No

PCU

0

500

1000

1500

2000


Tra

ffic

Vo

lum

e

Day


No

PCU






Main

Report

Hourly Variation

Hourly variations in traffic in terms of number of vehicles & PCU at all the count

locations are given below.

Table 4.5: Hourly variation of Traffic

Time

(Hour)

Km 1+000 Km 37+600 Km 73+200

Traffic

(Number)

Traffic

(PCU)

Peak

Hour

Factor

(%)

Traffic

(Number)

Traffic

(PCU)

Peak

Hour

Factor

(%)

Traffic

(Number)

Traffic

(PCU)

Peak

Hour

Factor

(%)

8-9 85 76 4.71 38 33 6.82 106 69 6

9-10 99 82 5.09 34 27 5.67 102 79 7

10-11 133 94 5.88 37 33 6.92 106 82 8

11-12 134 124 7.75 35 32 6.73 111 85 8

12-13 151 141 8.78 49 37 7.69 107 78 7

13-14 188 141 8.82 44 33 6.93 106 78 7

14-15 188 180 11.26 43 31 6.44 112 87 8

15-16 188 135 8.40 48 36 7.40 124 84 8

16-17 145 108 6.72 43 38 7.90 127 94 9

17-18 168 110 6.85 40 34 6.98 107 76 7

18-19 88 75 4.66 34 30 6.24 76 60 6

19-20 76 68 4.23 32 26 5.31 48 44 4

20-21 47 50 3.14 22 21 4.27 28 29 3

21-22 34 36 2.24 9 15 3.07 13 9 1

22-23 25 31 1.92 3 3 0.71 8 6 1

23-00 13 14 0.86 4 4 0.92 5 4 0

00-1 7 6 0.36 2 3 0.67 3 3 0

1-2 6 9 0.55 0 0 0.04 2 2 0

2-3 2 3 0.19 0 0 0.00 2 2 0

3-4 1 1 0.07 0 0 0.01 3 4 0

4-5 3 4 0.25 2 3 0.55 2 2 0

5-6 5 6 0.39 7 5 0.97 6 6 1

6-7 44 43 2.69 10 9 1.86 41 42 4

7-8 74 68 4.21 22 28 5.82 68 63 6

Total 1905 1603 558 480 1413 1087






Main

Report

Section-1

Section-2

Section-3

Figure 4.2: Hourly variation of Traffic

0

20

40

60

80

100

120

140

160

180

200

8-9

9-1

0

10-

11

11-

12

12-

13

13-

14

14-

15

15-

16

16-

17

17-

18

18-

19

19-

20

20-

21

21-

22

22-

23

23-

00

00-

1

1-2

2-3

3-4

4-5

5-6

6-7

7-8

Tra

ffic

Vo

lum

e

Hour

Avg. Hourly Variation of Traffic

No

PCU

0

10

20

30

40

50

60

8-9

9-1

0

10-

11

11-

12

12-

13

13-

14

14-

15

15-

16

16-

17

17-

18

18-

19

19-

20

20-

21

21-

22

22-

23

23-

00

00-

1

1-2

2-3

3-4

4-5

5-6

6-7

7-8T

raff

ic V

olu

me

Hour


No

PCU

0

20

40

60

80

100

120

140

8-9

9-1

0

10-

11

11-

12

12-

13

13-

14

14-

15

15-

16

16-

17

17-

18

18-

19

19-

20

20-

21

21-

22

22-

23

23-

00

00-

1

1-2

2-3

3-4

4-5

5-6

6-7

7-8

Tra

ffic

Vo

lum

e

Hour


No

PCU






Main

Report

From the above figures on hourly variation the following can be derived:

The passenger traffic, and therefore on the Project Road, moves mostly during the day

time, and it is very low particularly between 00:00 hrs in the night to 05:00 hrs in the

morning.

The slow-moving traffic during night is negligible, with most of the slow-moving traffic

moving during the day.

Goods traffic moves more or less same in the night as well as in the day time.

Truck traffic during night time (significantly after 10 pm) indicates that the project road

carries significant amount long distance traffic, as the short distance truck traffic mostly

tends to travel during the day time and long-distance truck prefers to ply during night

time.

Peak Hour Factors (PHF)

Hourly variations observed in traffic have been analyzed for PHF (Peak Hour Flow as a

percentage of the total day flow), and are summarized in Table below.

Table 4.6: Peak Hour Factors observed on the Project Road

Count Location Peak Hour PHF (%)

Km 1+000 14.00-15.00 11.26

Km 37+600 16.00-17.00 7.9

Km 73+200 16.00-17.00 8.67

The above PHF represent a nearly uniform traffic distribution. As described earlier,

smaller value of PHF implies that the traffic on the project road is spread over a larger

duration of time in a day.

4.3.3 Traffic Composition

The composition has been shown in the table below.






Main

Report

Table 4.7: Traffic Composition Pattern on the Project Road

Vehicle Category Km 1+000 Km 37+600 Km 73+200

ADT (No) % of Total ADT (No) % of Total ADT (No) % of Total

Two-Wheeler 1269 66.62 359 64.29 977 69.13

Three-Wheeler/ Auto 161 8.44 23 4.10 23 1.63

Car/Jeep/Van/ Taxi 144 7.54 59 10.57 160 11.34

Mini Bus 0 0.00 0 0.00 0 0.01

Bus 0 0.00 0 0.00 19 1.33

LCV 59 3.10 70 12.52 35 2.46

2-Axle Truck 18 0.95 0 0.00 0 0.02

M -Axle Truck 2 0.10 0 0.00 3 0.19

Artic/ Semi Artic 0 0.00 0 0.00 0 0.00

Tractor with Trailer 92 4.81 21 3.79 47 3.33

Tractor Without Trailer 20 1.04 5 0.95 11 0.79

Total First Moving Vehicles (FMV) 1764 92.62 537 96.21 1275 90.23

Cycle 140 7.33 21 3.79 138 9.79

Cycle Rickshaw 0 0.00 0 0.00 0 0.00

Hand Cart 1 0.04 0 0.00 0 0.00

Bullock Cart 0 0.00 0 0.00 0 0.00

Horse Cart 0 0.00 0 0.00 0 0.00

Total Slow-Moving Vehicles (SMV) 141 7.38 21 3.79 138 9.79

Total 1905 100.00 558 100.00 1413 100.00

Major traffic found on the road is two-wheeler traffic (69.13%) and car/jeep/van/auto

traffic (11.34%). Goods traffic comprises around 12.52% of total traffic in which 0.50%

are truck. It indicates that fewer numbers of goods traffic specially truck travel along this

road which doesn’t contribute significant PCU in total traffic.






Main

Report

Section-1

Two Wheeler66.62%

Three Wheeler/ Auto8.44%

Car/Jeep/Van/ Taxi7.54%

Mini Bus0.00%

Bus0.00%

LCV3.10%

2-Axle Truck0.95%

3-Axle Truck0.10%

M-Axle Truck0.00%

Tractor With Trailer4.81%

Tractor Without Trailer1.04%

Cycle7.33%

Cycle Rickshaw0.00%

Hand Cart0.04%

Bullock Cart0.00%

Horse Cart0.00%

Traffic Composition Pattern

Two Wheeler39.58%



Mini Bus0.00%

Bus0.00%

LCV5.53%

2-Axle Truck3.40%

3-Axle Truck0.37%

M-Axle Truck0.00%



Cycle4.36% Cycle Rickshaw

0.00%

Hand Cart0.16%

Bullock Cart0.00%

Horse Cart0.00%

Traffic (PCU) Composition Pattern






Main

Report

Section-2

Two Wheeler64.29%



Mini Bus0.00%

Bus0.00%

LCV12.52%

2-Axle Truck0.00%

3-Axle Truck0.00%

M-Axle Truck0.00% Tractor With Trailer

3.79%Tractor Without Trailer

0.95%Cycle3.79%

Cycle Rickshaw0.00%

Hand Cart0.00%

Bullock Cart0.00%

Horse Cart0.00%


Two Wheeler37.39%



Mini Bus0.00%

Bus0.00%

LCV21.85%

2-Axle Truck0.00%

3-Axle Truck0.00%

M-Axle Truck0.00%



Cycle2.20%

Cycle Rickshaw0.00%

Hand Cart0.00%

Bullock Cart0.00%

Horse Cart0.00%







Main

Report

Section -3

Figure 4.3: Traffic Composition Pattern

Two Wheeler69.12%



Mini Bus0.01%

Bus1.33%

LCV2.46%

2-Axle Truck0.02%

3-Axle Truck0.19%

M-Axle Truck0.00% Tractor With Trailer

3.33%


Cycle9.78%

Cycle Rickshaw0.00%

Hand Cart0.00%

Bullock Cart0.00%

Horse Cart0.00%


Two Wheeler44.94%



Mini Bus0.02%

Bus5.20%

LCV4.79%

2-Axle Truck0.08%

3-Axle Truck0.75%

M-Axle Truck0.00%


Tractor Without Trailer1.54% Cycle

6.36%

Cycle Rickshaw0.00%

Hand Cart0.00%

Bullock Cart0.00%

Horse Cart0.00%







Main

Report

4.3.4 Annual Average Daily Traffic (AADT)

The Average seasonal correction factors for petrol and diesel driven vehicles, described

in the previous sections have been applied to ADT to derive AADT. The AADT is used

for pavement design and economic analysis. The AADT, thus derived is given in the

Table below.

Table 4.8 AADT at different survey locations

Traffic Composition

Km 1+000 Km 37+600 Km 73+200

AADT

(Nos)

AADT

(PCU)

AADT

(Nos)

AADT

(PCU)

AADT

(Nos)

AADT

(PCU)

Two-Wheeler 1244 622 352 176 957 479

Three-Wheeler/ Auto 158 158 22 22 23 23

Car/Jeep/Van/ Taxi 141 141 58 58 157 157

Mini Bus 0 0 0 0 0 0

Bus 0 0 0 0 20 60

LCV 63 94 74 111 37 55

2-Axle Truck 19 58 0 0 0 1

M -Axle Truck 2 6 0 0 3 9

Artic/ Semi Artic 0 0 0 0 0 0

Tractor with Trailer 97 437 22 101 50 224

Tractor Without Trailer 21 32 6 8 12 18

Total First Moving Vehicles

(FMV) 1744 1547 534 476 1259 1025

Cycle 140 70 21 11 138 69

Cycle Rickshaw 0 0 0 0 0 0

Hand Cart 1 3 0 0 0 0

Bullock Cart 0 0 0 0 0 0

Horse Cart 0 0 0 0 0 0

Total Slow-Moving Vehicles

(SMV) 141 72 21 11 138 69

Total 1885 1620 555 487 1397 1094

CVPD 84 — 74 — 60 —

4.3.5 Axle Load Survey

For the purpose of preliminary pavement design required for the project, axle load

surveys have been carried out on the project road at the aforesaid locations.

The traffic census and the axle load surveys were conducted side by side. In the traffic

census surveys, all types of vehicles traveling in both directions were counted throughout

the Axle Load Survey period. The traffic census data provides the actual break down of

the traffic composition. Due to the requirement of stopping a vehicle for weighing, it is

not possible to weigh all the commercial vehicles passing through the site. More than

20% of commercial vehicles were weighed in the 24 hours duration on a random

sampling basis.






Main

Report

The vehicle damage factor (VDF) is a multiplier to convert the number of commercial

vehicles of different axle loads and axle configuration to the number of standard axle

load repetitions. It is defined as equivalent number of standard axles per commercial

vehicle. The VDF varies with the vehicle axle configuration, axle loading, terrain, type

of road and from region to region. The VDF is arrived at from axle load surveys on

typical road sections so as to cover various influencing factors, such as traffic mix, mode

of transportation, commodities carried, time of the year, terrain, road conditions and

degree of enforcement.

The axle load spectrum observed on the project road, along with the vehicle damage

factors (VDFs) is given in the following Table. Details of VDF Calculation have been

produced in Appendix.

Table 4.9: VDF observed on the Project Road

Types of Vehicles Km 1+000 Km 72+300

Multi Axle 0.000 0.000

3-Axle Truck 7.554 0.000

2-Axle Truck 5.898 0.000

LCV 0.022 0.181

Figure 4.4: VDF observed along the Project Road

Section-I

0.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

3-Axle Truck 2-Axle Truck LCV

VDF

VDF






Main

Report

Section-II

4.3.6 Turning Moment Count

At the existing major intersections, twenty-four -hour traffic volume will be carried out

for the detailed designs. Manual traffic counts of classified vehicles will be made

separately for direction-wise movements including left turning and right turning traffic.

The data generated on turning movements will be in respect of stream composition,

direction wise and category wise vehicle volumes. In addition, peak hour turning volume

counts at selected minor junctions also be carried out as per IRC: SP: 41:1994.

Table 4.10: Total peak hour Traffic at CH: 0+000 Km (Section-I) on the Project Road

Peak Hour

Direction Total

Motorised

Vehicles

Total Non-

motorised

Vehicles

Total

Motorised +

Non-Motorised

Vehicles

Code Description From To No. PCU No. PCU No. PCU

12 13

1A BICHIYA to ANJANIA 109 145 0 2 109 147

1B ANJANIA to BICHIYA 120 141 1 1 121 142

2A BICHIYA to KHINHA 46 35 2 1 48 36

2B KHINHA to BICHIYA 58 35 3 2 61 37

3A ANJANIA to KHINHA 65 42 1 1 66 43

3B KHINHA to ANJANIA 75 55 0 0 75 55

Total Peak Hour Data 480 460

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.160

0.180

0.200

Multi Axle 3-Axle Truck 2-Axle Truck LCV

VDF

VDF






Main

Report

Figure 4.5: Peak Hour Directional Traffic observed at section-I

Figure 4.6: Peak Hour Directional Traffic PCU observed at section-I

ANJANIA-RAMNAGAR-REGAON-CHUBHAWAL-KHINHA ROAD

00+000 Km Date

Peak Hour : 12 to 13 Hr.

T1 TF TS S F TS TF T1

2 145

0 55

141 1

35 2

T1 TF TS F S TS TF T1

1 1 S

35 42 F

F = Fast Moving Vehicle

S = Slow Moving Vehicle TS TS PCU

TF = Total Fast Moving Vehicle TF TF

TS = Total Slow Moving Vehicle

T1= One-way Total T1 T1

T2 = Both way Total

Peak Hour Directional Traffic Volume(In PCU)

Road Name :

Location : 12/13/2019

BICHIYA ANJANIA1

83

18

0

3 2

20

0

20

2

T2 T2

17

9

17

6

3 2

18

3

18

5

Total Jn Peak Hr Flow = 460

90 77

362

387

92 79

171

T2K

HIN

HA

LEGEND

2 2

2B

1A

3B

2A

1B

3A

ANJANIA-RAMNAGAR-REGAON-CHUBHAWAL-KHINHA ROAD

00+000 Km Date



2 145

0 55

141 1

35 2


1 1 S

35 42 F






T2 = Both way Total


Road Name :

Location : 12/13/2019

BICHIYA ANJANIA

18

3

18

0

3 2

20

0

20

2

T2 T2

17

9

17

6

3 2

18

3

18

5


90 77

362

387

92 79

171

T2

KH

INH

A

LEGEND

2 2

2B

1A

3B

2A

1B

3A






Main

Report

Table 4.11: Total peak hour Traffic at CH:37+600 Km (Section-II) on the Project Road

Figure 4.7: Peak Hour Directional Traffic PCU observed at section-II

From To No. PCU No. PCU No. PCU

1A MOHGAON to PODI 39 60 0 1 39 61

1B PODI to MOHGAON 38 59 2 1 40 60

2A MOHGAON to KHINHA 16 26 3 2 19 28

2B KHINHA to MOHGAON 15 21 2 1 17 22

3A PODI to KHINHA 20 28 1 1 21 29

3B KHINHA to PODI 16 18 3 2 19 20

155 220

Peak HourDirection Total Motorised

Vehicles

Total Non-

motorised Vehicles

Total Motorised +

Non-Motorised VehiclesCode Description

8 9

Total Peak Hour Data

ANJANIA-RAMNAGAR-REGAON-CHUBHAWAL-CHAKDEHI-KHINHA ROAD

37+600 Km Date: ########

Peak Hour : 8 to 9


0 39

3 16

38 2

15 2


3 1 S

16 20 F


S = Slow Moving Vehicle TS TS Nos




T2 = Both way Total

55

58

Peak Hour Directional Traffic Volume(In Number)

Road Name :

Location :

MOHGAON PODI

T2 T2

57

53 4 3 58

61


31 36

115

119

58

55 3 3

36 40

76

T2

KH

INH

ALEGEND

5 4

2B

1A

3B

2A

1B

3A






Main

Report

Figure 4.8: Peak Hour Directional Traffic PCU observed at section-II

Table 4.12: Total peak hour Traffic at CH:73+650 Km (Section-III) on the Project Road


37+600 Km Date



1 60

2 18

59 1

21 1


2 1 S

26 28 F






T2 = Both way Total


Road Name :

Location : 12/11/2019

MOHGAON PODI

89

86 3 3 78

81

T2 T2

82

80 2 2 87

89


39 54

17

1

17

0

42 57

99

T2

KH

INH

A

LEGEND

3 3

2B

1A

3B

2A

1B

3A

From To No. PCU No. PCU No. PCU

1A MANDLA to NIWAS 102 120 0 1 102 121

1B NIWAS to MANDLA 94 110 3 2 97 112

2A MANDLA to ANJANIA 34 30 1 1 35 31

2B ANJANIA to MANDLA 26 17 0 0 26 17

3A NIWAS to ANJANIA 37 38 1 1 38 39

3B ANJANIA to NIWAS 32 20 2 1 34 21

332 341

Peak HourDirection Total Motorised

Vehicles

Total Non-

motorised Vehicles

Total Motorised +

Non-Motorised VehiclesCode Description

11 12

Total Peak Hour Data






Main

Report

Figure 4.9: Peak Hour Directional Traffic observed at section-III

Figure 4.10: Peak Hour Directional Traffic PCU observed at section-III

73+650 Km Date:

Peak Hour : 11 to 12


0 102

2 32

94 3

26 0


1 1 S

34 37 F


S = Slow Moving Vehicle TS TS Nos




T2 = Both way Total

12/14/2019

13

4

13

6

Location :

MANDLA NIWAS

T2 T2

12

3

12

0

3 4

13

1

13

5


58 71

26

0

27

1

13

7

13

6

1 2

60 73

133

T2

AN

JAN

IA

LEGEND

2 2

2B

1A

3B

2A

1B

3A


73+650 Km Date



1 120

1 20

110 2

17 0


1 1 S

30 38 F






T2 = Both way Total


Road Name :

Location : 12/14/2019

MANDLA NIWAS

15

2

15

0

2 2

14

0

14

2

T2 T2

12

9

12

7

2 3

14

8

15

1


37 68

281

293

38 70

108

T2

AN

JAN

IA

LEGEND

1 2

2B

1A

3B

2A

1B

3A






Main

Report

4.3.7 Traffic Growth Rates

As per IRC: 37-2018, minimum growth rate to be considered is 5%. Growth rates of

slow-moving vehicles are assumed as 5%. Adopted growth rates of different vehicles are

shown in the table below.

4.3.8 Traffic Forecasts

Traffic forecasts are required for planning and design of the Project Road (including

Pavement Design). Traffic volume presented in the above clauses represents the traffic

on the project road. Traffic forecasts for a period of 20 years after completion of road

construction (Traffic survey year-2019, Feasibility study in year 2019, construction

period considered: 2020-2021 i.e.2 years, and projection up to year of 2041 i.e.20 years)

have been presented in the Tables below.






Main

Report

Table 4.13: Traffic Forecasts

Section-1

Year

FAST MOVING VEHICLES SLOW MOVING VEHICLES

Total (No)

Total (PCU)

Tw

o-W

he

ele

r

Th

ree

-Wh

ee

ler/

Au

to

Ca

r/ J

ee

p/

Va

n/

Ta

xi

Min

i B

us

Bu

s

LCV

2-A

xle

3-A

xle

M-A

xle

Tra

cto

r w

ith

Tra

ile

r

Tra

cto

r W

ith

ou

t

Tra

ile

r

Cy

cle

Cy

cle

Ric

ksh

aw

Ha

nd

Ca

rt

Bu

llo

ck C

art

Ho

rse

Ca

rt

2019 1244 158 141 0 0 63 19 2 0 97 21 140 0 1 0 0 1885 1620

2020 1306 166 148 0 0 66 20 2 0 102 22 147 0 1 0 0 1979 1701

2021 1371 174 155 0 0 69 21 2 0 107 23 154 0 1 0 0 2078 1786

2022 1440 182 163 0 0 73 22 2 0 113 24 162 0 1 0 0 2182 1875

2023 1512 192 171 0 0 76 23 3 0 118 26 170 0 1 0 0 2291 1969

2024 1587 201 180 0 0 80 25 3 0 124 27 178 0 1 0 0 2406 2067

2025 1667 211 189 0 0 84 26 3 0 130 28 187 0 1 0 0 2526 2171

2026 1750 222 198 0 0 88 27 3 0 137 30 197 0 1 0 0 2652 2279

2027 1838 233 208 0 0 93 28 3 0 144 31 206 0 1 0 0 2785 2393

2028 1929 245 218 0 0 97 30 3 0 151 33 217 0 1 0 0 2924 2513

2029 2026 257 229 0 0 102 31 3 0 158 34 228 0 1 0 0 3070 2638

2030 2127 270 241 0 0 107 33 4 0 166 36 239 0 1 0 0 3224 2770

2031 2234 283 253 0 0 113 35 4 0 175 38 251 0 2 0 0 3385 2909

2032 2345 297 265 0 0 118 36 4 0 183 40 263 0 2 0 0 3554 3054

2033 2463 312 279 0 0 124 38 4 0 192 42 277 0 2 0 0 3732 3207

2034 2586 328 293 0 0 130 40 4 0 202 44 290 0 2 0 0 3919 3367

2035 2715 344 307 0 0 137 42 5 0 212 46 305 0 2 0 0 4115 3536

2036 2851 361 322 0 0 144 44 5 0 223 48 320 0 2 0 0 4320 3713






Main

Report

Year


Total (No)

Total (PCU)

Tw

o-W

he

ele

r

Th

ree

-Wh

ee

ler/

Au

to

Ca

r/ J

ee

p/

Va

n/

Ta

xi

Min

i Bu

s

Bu

s

LCV

2-A

xle

3-A

xle

M-A

xle

Tra

cto

r w

ith

Tra

ile

r

Tra

cto

r W

ith

ou

t

Tra

ile

r

Cy

cle

Cy

cle

Ric

ksh

aw

Ha

nd

Ca

rt

Bu

llo

ck C

art

Ho

rse

Ca

rt

2037 2993 379 339 0 0 151 46 5 0 234 51 336 0 2 0 0 4536 3898

2038 3143 398 356 0 0 158 49 5 0 246 53 353 0 2 0 0 4763 4093

2039 3300 418 373 0 0 166 51 6 0 258 56 371 0 2 0 0 5001 4298

2040 3465 439 392 0 0 175 54 6 0 271 59 389 0 2 0 0 5251 4513

2041 3638 461 412 0 0 183 56 6 0 284 62 409 0 3 0 0 5514 4738

Section-2

Year


Total (No) Total (PCU)

Tw

o W

he

ele

r

Th

ree

Wh

ee

ler/

Au

to

Ca

r/ J

ee

p/

Va

n/

Ta

xi

Min

i B

us

Bu

s

LCV

2-A

xle

3-A

xle

M-A

xle

Tra

cto

r W

ith

Tra

ile

r

Tra

cto

r W

ith

ou

t

Tra

ile

r

Cy

cle

Cy

cle

Ric

ksh

aw

Ha

nd

Ca

rt

Bu

llo

ck C

art

Ho

rse

Ca

rt

2019 352 22 58 0 0 74 0 0 0 22 6 21 0 0 0 0 555 487

2020 369 24 61 0 0 78 0 0 0 24 6 22 0 0 0 0 583 511

2021 388 25 64 0 0 82 0 0 0 25 6 23 0 0 0 0 612 537

2022 407 26 67 0 0 86 0 0 0 26 6 24 0 0 0 0 642 564

2023 427 27 70 0 0 90 0 0 0 27 7 26 0 0 0 0 675 592

2024 449 29 74 0 0 95 0 0 0 29 7 27 0 0 0 0 708 621

2025 471 30 77 0 0 99 0 0 0 30 8 28 0 0 0 0 744 652

2026 495 32 81 0 0 104 0 0 0 32 8 30 0 0 0 0 781 685






Main

Report

Year



Tw

o W

he

ele

r

Th

ree

Wh

ee

ler/

Au

to

Ca

r/ J

ee

p/

Va

n/

Ta

xi

Min

i Bu

s

Bu

s

LCV

2-A

xle

3-A

xle

M-A

xle

Tra

cto

r W

ith

Tra

ile

r

Tra

cto

r W

ith

ou

t

Tra

ile

r

Cy

cle

Cy

cle

Ric

ksh

aw

Ha

nd

Ca

rt

Bu

llo

ck C

art

Ho

rse

Ca

rt

2027 519 33 85 0 0 109 0 0 0 33 8 31 0 0 0 0 820 719

2028 545 35 90 0 0 115 0 0 0 35 9 33 0 0 0 0 861 755

2029 573 36 94 0 0 121 0 0 0 37 9 34 0 0 0 0 904 793

2030 601 38 99 0 0 127 0 0 0 38 10 36 0 0 0 0 949 833

2031 631 40 104 0 0 133 0 0 0 40 10 38 0 0 0 0 997 874

2032 663 42 109 0 0 140 0 0 0 42 11 40 0 0 0 0 1046 918

2033 696 44 114 0 0 147 0 0 0 44 11 42 0 0 0 0 1099 964

2034 731 47 120 0 0 154 0 0 0 47 12 44 0 0 0 0 1154 1012

2035 767 49 126 0 0 162 0 0 0 49 12 46 0 0 0 0 1211 1063

2036 806 51 133 0 0 170 0 0 0 51 13 48 0 0 0 0 1272 1116

2037 846 54 139 0 0 178 0 0 0 54 13 51 0 0 0 0 1336 1172

2038 888 57 146 0 0 187 0 0 0 57 14 53 0 0 0 0 1402 1230

2039 933 59 153 0 0 196 0 0 0 59 15 56 0 0 0 0 1472 1292

2040 979 62 161 0 0 206 0 0 0 62 16 59 0 0 0 0 1546 1356

2041 1028 66 169 0 0 217 0 0 0 66 16 62 0 0 0 0 1623 1424






Main

Report

Section-3

Year



Tw

o-W

he

ele

r

Th

ree

-Wh

ee

ler /

Au

to

Ca

r/ J

ee

p/

Va

n/

Ta

xi

Min

i B

us

Bu

s

LCV

2-A

xle

3-A

xle

M-A

xle

Tra

cto

r w

ith

Tra

ile

r

Tra

cto

r W

ith

ou

t

Tra

ile

r

Cy

cle

Cy

cle

Ric

ksh

aw

Ha

nd

Ca

rt

Bu

llo

ck C

art

Ho

rse

Ca

rt

2019 957 23 157 0 20 37 0 3 0 50 12 138 0 0 0 0 1397 1094

2020 1005 24 165 0 21 39 0 3 0 52 12 145 0 0 0 0 1467 1149

2021 1055 25 173 0 22 41 0 3 0 55 13 152 0 0 0 0 1540 1206

2022 1108 26 182 0 23 43 0 3 0 58 14 160 0 0 0 0 1617 1267

2023 1164 27 191 0 24 45 0 3 0 61 14 168 0 0 0 0 1698 1330

2024 1222 29 200 0 26 47 0 4 0 64 15 176 0 0 0 0 1783 1397

2025 1283 30 211 0 27 49 0 4 0 67 16 185 0 0 0 0 1872 1466

2026 1347 32 221 0 28 52 0 4 0 70 17 195 0 0 0 0 1966 1540

2027 1414 33 232 0 30 54 0 4 0 74 17 204 0 0 0 0 2064 1617

2028 1485 35 244 0 31 57 0 4 0 77 18 215 0 0 0 0 2167 1698

2029 1559 37 256 0 33 60 0 5 0 81 19 225 0 0 0 0 2276 1782

2030 1637 39 269 0 34 63 1 5 0 85 20 237 0 0 0 0 2389 1872

2031 1719 40 282 0 36 66 1 5 0 89 21 248 0 0 0 0 2509 1965

2032 1805 43 296 0 38 69 1 5 0 94 22 261 0 0 0 0 2634 2063

2033 1895 45 311 0 40 73 1 6 0 99 23 274 0 0 0 0 2766 2167

2034 1990 47 327 0 42 76 1 6 0 104 25 287 0 0 0 0 2904 2275

2035 2090 49 343 0 44 80 1 6 0 109 26 302 0 0 0 0 3049 2389

2036 2194 52 360 0 46 84 1 7 0 114 27 317 0 0 0 0 3202 2508

2037 2304 54 378 0 48 89 1 7 0 120 28 333 0 0 0 0 3362 2633

2038 2419 57 397 0 51 93 1 7 0 126 30 349 0 0 0 0 3530 2765






Main

Report

Year



Tw

o-W

he

ele

r

Th

ree

-Wh

ee

ler /

Au

to

Ca

r/ J

ee

p/

Va

n/

Ta

xi

Min

i Bu

s

Bu

s

LCV

2-A

xle

3-A

xle

M-A

xle

Tra

cto

r w

ith

Tra

ile

r

Tra

cto

r W

ith

ou

t

Tra

ile

r

Cy

cle

Cy

cle

Ric

ksh

aw

Ha

nd

Ca

rt

Bu

llo

ck C

art

Ho

rse

Ca

rt

2039 2540 60 417 0 53 98 1 8 0 132 31 367 0 0 0 0 3707 2903

2040 2667 63 438 0 56 103 1 8 0 139 33 385 0 0 0 0 3892 3049

2041 2800 66 459 0 58 108 1 8 0 146 35 405 0 0 0 0 4087 3201






Main

Report

4.3.9 Lane Requirement

In the above table, traffic forecasts for a design period of 20 years (post construction)

have been presented. Lane requirement for the project road has been calculated

considering level of service B (LOS-B) and has been presented in the Table below.

Table 4.14: Lane Requirement

Year

Section-I Section-II Section-III

AADT

(PCU)

Lane Requirement

(LOS B) AADT

(PCU)

Lane Requirement

(LOS B) AADT

(PCU)

Lane Requirement

(LOS B)

as per IRC-64-

1990/MoRTH

as per IRC-64-

1990/MoRTH

as per IRC-64-

1990/MoRTH

2019 1620 Single Lane 487 Single Lane 1094 Single Lane





2024 2067 Intermediate Lane 621 Single Lane 1397 Single Lane








2032 3054 Intermediate Lane 918 Single Lane 2063 Intermediate Lane










Table 4.15: Summary lane requirement& adopted lane configuration

Section Design AADT (PCU) Lane Requirement (LOS B)

Adopted Lane Configuration as per IRC-64-1990

Section-1 4738 Intermediate Lane 2-lane with earthen shoulder

Section-2 1424 Single Lane 2-lane with earthen shoulder

Section-3 3201 Intermediate Lane 2-lane with earthen shoulder






Main

Report

4.3.10 Million Standard Axle (MSA)

MSA is required to calculate crust thicknesses required for the proposed pavement. Lane

distribution factor (D) for calculation of ESA/MSA has been considered as 0.5 of total

commercial vehicles in both directions for 2-lane/ 2-lane with earthen shoulder. MSA for

the project road has been presented in the following Table.

Table 4.16: MSA Calculation at CH:1+000 Km at Section-I

Year Mini Bus

Bus LCV 2

Axle 3

Axle M

Axle Total yearly CVs

(nos.)

Cumulative yearly CVs

(nos.)

Yearly Design

ESA

Cumulative Design ESA

MSA Design

year

VDF 1.700 1.700 0.022 5.898 7.554 1.700

2019 0.0 0.0 62.7 19.2 2.1 0.0

Construction Period 2020 0.0 0.0 65.8 20.2 2.2 0.0

2021 0.0 0.0 69.1 21.2 2.3 0.0

2022 0.0 0.0 72.6 22.3 2.5 0.0 35510.9 35510.9 27638.0 27638.0 0.028 1

2023 0.0 0.0 76.2 23.4 2.6 0.0 37286.4 72797.3 29019.9 56658.0 0.057 2

2024 0.0 0.0 80.0 24.5 2.7 0.0 39150.8 111948.1 30470.9 87128.9 0.087 3

2025 0.0 0.0 84.0 25.8 2.8 0.0 41108.3 153056.4 31994.5 119123.4 0.119 4

2026 0.0 0.0 88.2 27.1 3.0 0.0 43163.7 196220.1 33594.2 152717.6 0.153 5

2027 0.0 0.0 92.6 28.4 3.1 0.0 45321.9 241542.0 35273.9 187991.5 0.188 6

2028 0.0 0.0 97.3 29.8 3.3 0.0 47588.0 289130.0 37037.6 225029.1 0.225 7

2029 0.0 0.0 102.1 31.3 3.5 0.0 49967.4 339097.4 38889.5 263918.6 0.264 8

2030 0.0 0.0 107.2 32.9 3.6 0.0 52465.8 391563.1 40834.0 304752.5 0.305 9

2031 0.0 0.0 112.6 34.5 3.8 0.0 55089.0 446652.2 42875.7 347628.2 0.348 10

2032 0.0 0.0 118.2 36.3 4.0 0.0 57843.5 504495.7 45019.4 392647.6 0.393 11

2033 0.0 0.0 124.1 38.1 4.2 0.0 60735.7 565231.3 47270.4 439918.0 0.440 12

2034 0.0 0.0 130.3 40.0 4.4 0.0 63772.5 629003.8 49633.9 489552.0 0.490 13

2035 0.0 0.0 136.8 42.0 4.6 0.0 66961.1 695964.9 52115.6 541667.6 0.542 14

2036 0.0 0.0 143.7 44.1 4.9 0.0 70309.1 766274.0 54721.4 596389.0 0.596 15

2037 0.0 0.0 150.9 46.3 5.1 0.0 73824.6 840098.6 57457.5 653846.5 0.654 16

2038 0.0 0.0 158.4 48.6 5.4 0.0 77515.8 917614.4 60330.4 714176.8 0.714 17

2039 0.0 0.0 166.3 51.0 5.6 0.0 81391.6 999006.0 63346.9 777523.7 0.778 18

2040 0.0 0.0 174.7 53.6 5.9 0.0 85461.2 1084467.2 66514.2 844037.9 0.844 19

2041 0.0 0.0 183.4 56.3 6.2 0.0 89734.3 1174201.5 69839.9 913877.8 0.9139 20






Main

Report

Table 4.17: MSA Calculation at CH:37+600 Km at Section-II

Year Mini Bus

Bus LCV 2

Axle 3

Axle M


(nos.)


(nos.)

Yearly Design

ESA


MSA Design

year

VDF 1.7 1.7 0.022 5.898 7.554 1.700

2019 0.0 0.0 74.0 0.0 0.0 0.0


2021 0.0 0.0 81.6 0.0 0.0 0.0

2022 0.0 0.0 85.7 0.0 0.0 0.0 31288.0 31288.0 344.2 344.2 0.000 1

2023 0.0 0.0 90.0 0.0 0.0 0.0 32852.4 64140.3 361.4 705.5 0.001 2

2024 0.0 0.0 94.5 0.0 0.0 0.0 34495.0 98635.3 379.4 1085.0 0.001 3

2025 0.0 0.0 99.2 0.0 0.0 0.0 36219.7 134855.1 398.4 1483.4 0.001 4

2026 0.0 0.0 104.2 0.0 0.0 0.0 38030.7 172885.8 418.3 1901.7 0.002 5

2027 0.0 0.0 109.4 0.0 0.0 0.0 39932.3 212818.1 439.3 2341.0 0.002 6

2028 0.0 0.0 114.9 0.0 0.0 0.0 41928.9 254747.0 461.2 2802.2 0.003 7

2029 0.0 0.0 120.6 0.0 0.0 0.0 44025.3 298772.3 484.3 3286.5 0.003 8

2030 0.0 0.0 126.6 0.0 0.0 0.0 46226.6 344998.9 508.5 3795.0 0.004 9

2031 0 0 133 0 0 0 48537.917 393536.7782 533.9171 4328.904561 0.004 10

2032 0 0 140 0 0 0 50964.813 444501.5914 560.6129 4889.517506 0.005 11

2033 0 0 147 0 0 0 53513.054 498014.6453 588.6436 5478.161098 0.005 12

2034 0 0 154 0 0 0 56188.707 554203.3519 618.0758 6096.23687 0.006 13

2035 0 0 162 0 0 0 58998.142 613201.4937 648.9796 6745.216431 0.007 14

2036 0 0 170 0 0 0 61948.049 675149.5427 681.4285 7426.64497 0.007 15

2037 0 0 178 0 0 0 65045.451 740194.9941 715.5 8142.144935 0.008 16

2038 0 0 187 0 0 0 68297.724 808492.7181 751.275 8893.419899 0.009 17

2039 0 0 196 0 0 0 71712.61 880205.3283 788.8387 9682.258612 0.010 18

2040 0 0 206 0 0 0 75298.241 955503.569 828.2806 10510.53926 0.011 19

2041 0 0 217 0 0 0 79063.153 1034566.722 869.6947 11380.23394 0.0114 20






Main

Report

Table 4.18: MSA Calculation at CH: 73+200 Km at Section-III

Year Mini Bus

Bus LCV 2

Axle 3

Axle M


(nos.)


(nos.)

Yearly Design

ESA


MSA Design

year

VDF 1.7 1.7 0.022 5.898 7.554 1.700

2019 0.2 20.0 36.8 0.3 2.9 0.0


2021 0.2 22.0 40.6 0.3 3.2 0.0

2022 0.2 23.1 42.6 0.4 3.3 0.0 25401.5 25401.5 12373.4 12373.4 0.012 1

2023 0.2 24.3 44.7 0.4 3.5 0.0 26671.6 52073.0 12992.1 25365.5 0.025 2

2024 0.2 25.5 47.0 0.4 3.7 0.0 28005.1 80078.2 13641.7 39007.2 0.039 3

2025 0.2 26.8 49.3 0.4 3.9 0.0 29405.4 109483.6 14323.8 53330.9 0.053 4

2026 0.2 28.1 51.8 0.4 4.0 0.0 30875.7 140359.2 15039.9 68370.9 0.068 5

2027 0.2 29.5 54.4 0.4 4.3 0.0 32419.4 172778.7 15791.9 84162.8 0.084 6

2028 0.2 31.0 57.1 0.5 4.5 0.0 34040.4 206819.1 16581.5 100744.3 0.101 7

2029 0.2 32.6 59.9 0.5 4.7 0.0 35742.4 242561.5 17410.6 118155.0 0.118 8

2030 0.3 34.2 62.9 0.5 4.9 0.0 37529.6 280091.1 18281.2 136436.1 0.136 9

2031 0.272 35.9 66.1 0.544 5.167 0 39406.039 319497.139 19195.21 155631.3217 0.156 10

2032 0.286 37.7 69.4 0.571 5.425 0 41376.341 360873.4802 20154.97 175786.2899 0.176 11

2033 0.3 39.6 72.9 0.6 5.697 0 43445.158 404318.6384 21162.72 196949.0065 0.197 12

2034 0.315 41.6 76.5 0.63 5.981 0 45617.416 449936.0546 22220.85 219169.8589 0.219 13

2035 0.331 43.6 80.3 0.661 6.28 0 47898.287 497834.3415 23331.9 242501.7539 0.243 14

2036 0.347 45.8 84.3 0.694 6.594 0 50293.201 548127.5429 24498.49 267000.2437 0.267 15

2037 0.364 48.1 88.6 0.729 6.924 0 52807.861 600935.4042 25723.41 292723.658 0.293 16

2038 0.383 50.5 93 0.765 7.27 0 55448.254 656383.6587 27009.58 319733.2429 0.320 17

2039 0.402 53 97.6 0.804 7.634 0 58220.667 714604.3259 28360.06 348093.3072 0.348 18

2040 0.422 55.7 103 0.844 8.016 0 61131.701 775736.0264 29778.07 377871.3746 0.378 19

2041 0.443 58.5 108 0.886 8.416 0 64188.286 839924.3119 31266.97 409138.3454 0.4091 20

Table 4.19: Summary of Million Standard Axles (MSA)

S No Chainage (Km) Calculated MSA on year 2041

1 Km 1+000 0.914

2 Km 37+600 0.011

2 Km 73+200 0.409






Main

Report

4.3.11 Pavement crust Thickness of Flexible Pavement

As per Pavement Design Catalogue of IRC 37: 2018, flexible pavement thickness required is as

follows:

Table 4.20: Proposed Pavement Composition

Section

Design

Period

(Years)

Calculated

MSA

Adopted

MSA

CBR

(%)

Pavement Crust Compositions

BC

(mm)

DBM

(mm)

WMM

(mm)

GSB

(mm)

Total

(mm)

Section-1 20 0.914 10 8 30 60 250 200 540

Section-2 20 0.011 10 8 30 60 250 200 540

Section-3 20 0.409 10 8 30 60 250 200 540

4.3.12 Pavement Curst Thickness of Rigid Pavement for New Construction

Rigid Pavement is proposed at built-up locations, the design life is the time from original

construction to a terminal condition for a pavement structure. Structural design is carried

to withstand the pavement for a traffic loading encountered over the design life. IRC: 58-

2015 suggests design life of 30 years for the rigid pavements and accordingly, design

period of 30 years has been considered for the design of pavement.

Following pavement composition is suggested at rigid pavement locations,

S. No. Description Minimum Crust Composition of

Rigid Pavement

1 PQC 250 mm

2 DLC 100 mm

3 GSB 150 mm

Total 500 mm






Main

Report

CHAPTER – 5

IMPROVEMENT PROPOSALS

5.1 General

The improvement proposal primarily specifies widening and strengthening of existing road.

The design of the project roads includes following design components:

Analysis of present traffic and future projections;

Analysis of existing pavement structure and its strength including overlay over the design

period;

Determination of requirements for the new pavement;

Determination of adequacy of the hydraulic capacity and structural parameters of the

existing structures;

Determination of adequacy of the road’s geometry (horizontal as well as vertical);

Determination of adequacy of intersections and improvement measures; and

Ensuring road safety aspects and these are addressed through provision of traffic control

devices, roadside furniture and project facilities

5.2 Alignment and Geometry

The existing alignment has Single lane/intermediate carriageway and the proposed lane

configuration for the project is 2-lane earthen shoulder /2-lane with paved shoulder throughout

of its length. The project stretch traverses through plain, rolling terrain. No drainage problems

were noticed along the alignment during road inventory except the existing gradient of the

road is to be smoothened.

5.3 Cross Sectional Details

2-lane Earthen/Paved shoulder road is proposed for the project highway as per traffic analysis

and the proposed pavement type is flexible & rigid pavement. Typical Cross section for the

project road section has been provided at the end of this chapter.

5.3.1 Lane Width

The width of a basic traffic lane is taken to be 3.5 m. Thus, for 2-lane carriageways, width

is taken 7.0 m.

5.3.2 Shoulders

Width of shoulders in open areas is 1.5 and in built-up is 1.5 m (1.5 paved shoulders)/ 1.5

m Earthen shoulder on either side of the carriageway.

Table 5.1: Proposed widening scheme

Existing Lane Widening/ Strengthening Proposal

Single-lane/Intermediate lane 2-lane E.S / 2-lane P. S






Main

Report


Description Length (m) TCS Type

Flexible Pavement (Two Lane Earthen Shoulder, open country

plain/rolling terrain) (Fig-2.2 IRC: SP:73-2018) 52713 TCS-01

Rigid Pavement (Two Lane Paved Shoulder with RCC Drain, Built-up

area) (Fig-2.6 modified IRC: SP:73-2018 3070 TCS-02

Flexible Pavement (Two Lane +LHS Earthen Shoulder & RHS CC

Shoulder with retaining wall & PCC Drain) (Fig-2.8 modified IRC: SP:73-

2018)

2050 TCS-3A

Flexible Pavement (Two Lane +LHS Earthen Shoulder & RHS CC

Shoulder with one side PCC Drain) (Fig-2.8 modified IRC: SP:73-2018) 14560 TCS-3B

Flexible Pavement (Two Lane CC Shoulder with both side PCC Drain)

(Fig-2.8 modified IRC: SP:73-2018) 1800 TCS-04

Total Length (m) 74193

Table 5.3: Summary of Widening Scheme

S. no. Design Chainage

Length (km) TCS Type Type of widening From (km) To (km)

1 0+000 0+870 0+870 TCS-01 Concentric

2 0+870 2+000 1+130 TCS-01 Concentric

3 2+000 3+200 1+200 TCS-01 Concentric

4 3+200 3+460 0+260 TCS-01 Concentric

5 3+460 3+650 0+190 TCS-01 Concentric

6 3+650 4+400 0+750 TCS-02 Concentric

7 4+400 4+560 0+160 TCS-01 Concentric

8 4+560 4+640 0+080 TCS-01 Concentric

9 4+640 5+550 0+910 TCS-01 Concentric

10 5+550 6+000 0+450 TCS-02 Concentric

11 6+000 6+100 0+100 TCS-01 Concentric

12 6+100 6+140 0+040 TCS-03B Concentric

13 6+140 6+550 0+410 TCS-03B Concentric

14 6+550 6+670 0+120 TCS-01 Concentric

15 6+670 9+500 2+830 TCS-01 Concentric

16 9+500 9+900 0+400 TCS-03B Concentric

17 9+900 10+520 0+620 TCS-01 Concentric

18 10+520 11+000 0+480 TCS-03B Concentric

19 11+000 11+120 0+120 TCS-01 Concentric

20 11+120 11+440 0+320 TCS-04 Concentric

21 11+440 11+520 0+080 TCS-01 Concentric

22 11+520 11+950 0+430 TCS-01 Concentric

23 11+950 12+800 0+850 TCS-01 Concentric

24 12+800 12+900 0+100 TCS-03B Concentric

25 12+900 13+100 0+200 TCS-01 Concentric

26 13+100 13+860 0+760 TCS-03B Concentric






Main

Report



27 13+860 15+600 1+740 TCS-01 Concentric

28 15+600 15+850 0+250 TCS-02 Concentric

29 15+850 20+260 4+410 TCS-01 Concentric

30 20+260 20+700 0+440 TCS-01 Concentric

31 20+700 21+200 0+500 TCS-03B Concentric

32 21+200 22+630 1+430 TCS-01 Concentric

33 22+630 24+900 2+270 TCS-01 Concentric

34 24+900 25+500 0+600 TCS-01 Concentric

35 25+500 25+800 0+300 TCS-01 Concentric

36 25+800 26+550 0+750 TCS-03B Concentric

37 26+550 28+700 2+150 TCS-01 Concentric

38 28+700 29+150 0+450 TCS-03B Concentric

39 29+150 31+350 2+200 TCS-01 Concentric

40 31+350 31+520 0+170 TCS-01 Concentric

41 31+520 32+130 0+610 TCS-01 Concentric

42 32+130 32+240 0+110 TCS-01 Concentric

43 32+240 32+780 0+540 TCS-03B Concentric

44 32+780 33+690 0+910 TCS-03B Concentric

45 33+690 34+000 0+310 TCS-03B Concentric

46 34+000 34+600 0+600 TCS-01 Concentric

47 34+600 34+800 0+200 TCS-02 Concentric

48 34+800 36+450 1+650 TCS-01 Concentric

49 36+450 37+020 0+570 TCS-02 Concentric

50 37+020 37+130 0+110 TCS-01 Concentric

51 37+130 37+250 0+120 TCS-01 Concentric

52 37+250 38+100 0+850 TCS-02 Concentric

53 38+100 38+700 0+600 TCS-01 Concentric

54 38+700 38+880 0+180 TCS-03B Concentric

55 38+880 39+430 0+550 TCS-03B Concentric

56 39+430 39+800 0+370 TCS-03B Concentric

57 39+800 42+300 2+500 TCS-01 Concentric

58 42+300 42+530 0+230 TCS-03B Concentric

59 42+530 42+600 0+070 TCS-03B Concentric

60 42+600 43+400 0+800 TCS-03B Concentric

61 43+400 43+900 0+500 TCS-03B Concentric

62 43+900 44+760 0+860 TCS-03B Concentric

63 44+760 45+000 0+240 TCS-03B Concentric

64 45+000 45+400 0+400 TCS-03B Concentric

65 45+400 46+810 1+410 TCS-01 Concentric

66 46+810 46+850 0+040 TCS-03B Concentric

67 46+850 46+950 0+100 TCS-03B Concentric

68 46+950 47+100 0+150 TCS-03B Concentric

69 47+100 47+700 0+600 TCS-03A Concentric

70 47+700 47+900 0+200 TCS-03B Concentric

71 47+900 48+100 0+200 TCS-01 Concentric

72 48+100 48+300 0+200 TCS-03B Concentric

73 48+300 48+500 0+200 TCS-03A Concentric

74 48+500 48+900 0+400 TCS-01 Concentric

75 48+900 49+300 0+400 TCS-03A Concentric

76 49+300 49+450 0+150 TCS-03B Concentric






Main

Report



77 49+450 49+800 0+350 TCS-04 Concentric

78 49+800 50+050 0+250 TCS-03A Concentric

79 50+050 51+650 1+600 TCS-01 Concentric

80 51+650 52+730 1+080 TCS-01 Concentric

81 52+730 53+350 0+620 TCS-01 Concentric

82 53+350 53+950 0+600 TCS-03A Concentric

83 53+950 54+200 0+250 TCS-03B Concentric

84 54+200 54+460 0+260 TCS-01 Concentric

85 54+460 56+100 1+640 TCS-01 Concentric

86 56+100 56+350 0+250 TCS-03B Concentric

87 56+350 57+000 0+650 TCS-01 Concentric

88 57+000 58+350 1+350 TCS-03B Concentric

89 58+350 60+550 2+200 TCS-01 Concentric

90 60+550 60+650 0+100 TCS-03B Concentric

91 60+650 61+480 0+830 TCS-04 Concentric

92 61+480 61+800 0+320 TCS-03B Concentric

93 61+800 62+250 0+450 TCS-03B Concentric

94 62+250 63+400 1+150 TCS-03B Concentric

95 63+400 64+000 0+600 TCS-01 Concentric

96 64+000 64+100 0+100 TCS-01 Concentric

97 64+100 64+400 0+300 TCS-04 Concentric

98 64+400 64+800 0+400 TCS-01 Concentric

99 64+800 66+300 1+500 TCS-01 Concentric

100 66+300 66+420 0+120 TCS-01 Concentric

101 66+420 66+650 0+230 TCS-01 Concentric

102 66+650 70+400 3+750 TCS-01 Concentric

103 70+400 71+100 0+700 TCS-01 Concentric

104 71+100 74+193 3+093 TCS-01 Concentric

Total length (m) 74.193






Main

Report

Figure 5.1: TCS-01






Main

Report

Figure 5.2: TCS-02






Main

Report

Figure 5.3: TCS-03A






Main

Report

Figure 5.4: TCS-03B






Main

Report

Figure 5.5: TCS-04






Main

Report

5.3.2.1 Side Slopes

For fill sections, the following side slopes are proposed:

Embankment height up to 3.0 m - 2H: 1V

Embankment height from 3.0 m to 6.0 m - 1.5H: 1V

Embankment height exceeding 6.0 m -To be designed based on IRC-75.

Cut slopes will be as follows:

Soil - 2H: 1V

5.3.3 Camber/Cross-fall

Each carriageway will have unidirectional cross-fall. The cross-fall for the flexible

pavement is 2.5%, for rigid pavement is 2.0% and paved shoulders is 2.0%. For earthen

shoulders the cross-fall is 3.5 %.

5.4 Pavement Design

Pavement is the most significant component of a road and therefore its design strengths

must be assured to support the projected traffic loading throughout the design period. Its

cost represents a major proportion of the total construction cost. In most of the portions the

existing carriageway is proposed to be overlaid in forest sections and in new constructed

sections. For pavement design purpose catalogue of IRC:37-2018 is used and design check

is attached in annexure.

5.4.1 Design Traffic

For the purpose of structural design of pavement, only the number of commercial vehicles

weighing three tones or more and their axle loads are considered. The Annual Average

Daily Traffic on base year, from traffic analysis is given in Table below.

Table 5.4: ADT & AADT in Base year (2019)

Location

ADT AADT

No. of vehicles PCU No. of vehicles PCU

Km 1+000 (Part-1) 1905 1603 1885 1620

Km 37+600 (Part-2) 558 480 555 487

Km 73+200 (Part-3) 1413 1087 1397 1094

5.4.2 Design Life

For the design of pavement, the design life is defined in terms of the cumulative number of

standard axles that can be carried before strengthening of the pavement is necessary. For

this project design life of the flexible pavement has been considered as 20 years and 30

years for rigid pavement.






Main

Report

5.4.3 Vehicle Damage Factors

The VDF varies with the vehicle axle configuration, axle loading, terrain, type of road and

from region to region. The vehicle damage factors arrived at and adopted are presented in

the Table below.

Table 5.5: Vehicle Damage Factors

Types of Vehicles Location

Km 1+000 Km 72+300

Multi Axle 0.000 0.000

3-Axle Truck 7.554 0.000

2-Axle Truck 5.898 0.000

LCV 0.022 0.181

5.4.4 MSA Calculation

The design traffic is considered in terms of the cumulative number of standard axles to be

carried during the design life of the road. The design traffic in terms of Million Standard

Axles is presented in the Table below.

Table 5.6: Traffic in Million Standard Axles

S

No Chainage (Km)

Calculated MSA

on year 2041

(flexible

pavement)

Calculated MSA on

year 2051 (Rigid

pavement)

Adopted MSA as

per IRC:37-2018

1 Km 1+00 (Part-1) 0.914 1.836 10

2 Km 37+600 (Part-2) 0.011 0.0229 10

3 Km 73+200 (Part-3) 0.409 0.822 10

5.4.5 CBR Value

Average value of the CBR of soil samples is found to be 6% to 8%. Hence, CBR value of

8% is adopted in pavement design.

5.4.6 Crust Compositions for new construction

The general specification sections and characterization of material proposed for the design

of pavement are presented in Table below.

Table 5.7: Proposed Flexible Pavement composition

Section Design Calculated Adopted CBR Pavement Crust Compositions






Main

Report

Period

(Years)

MSA MSA (%) BC

(mm)

DBM

(mm)

WMM

(mm)

GSB

(mm)

Subgrade

(mm)

Total

(mm)

Section-1

(Part-1) 20 0.914 10 8 30 60 250 200 500 1040

Section-2

(part-2) 20 0.011 10 8 30 60 250 200 500 1040

Section-3

(part-3) 20 0.409 10 8 30 60 250 200 500 1040

Table 5.8: Proposed Rigid Pavement composition

Design

Period

(Years)

CBR (%)

Pavement Crust Compositions

PQC (mm) DLC (mm) GSB (mm) Subgrade (mm) Total (mm)

30 8 250 100 200 500 1050

5.5 Junctions Improvement

Road junction/intersection is a key element of highway design. The efficiency, safety,

speed, cost of operation and capacity of road system very much depends on the intersection

design. The choice between an at-grade and grade separated junctions at a particular site

depends upon various factors such as traffic, economy, safety, aesthetic delay etc. Grade

separated junctions generally are more expensive initially and are justified in certain

situations from safe operation of traffic (IRC: 62 – 1976). The main objective of intersection

design is to reduce the severity of potential conflicts between motor vehicles, buses, trucks,

bicycles, pedestrians and facilities while facilitating the convenience, ease and comfort of

people traversing the intersections. The design should be fitted closely to the natural

transitional paths and operating characteristics of the users. All the junctions along the

project stretch will be developed as at grade junctions.

Table 5.9 (a): List of Major Junctions to be improved

S. No

Existing Chainage

(Km)

Design Chainage

(Km) Side

Road No.


Cross Road Name

1 0+000 0+000 Start NH-30 T CC Mandla To Raipur Road NH-30

2 16+530 16+530 both side MDR T BT mandla salvah MDR road

3 16+530 16+530 both side MDR T BT mandla salvah MDR road


5 73+600 73+600 End SH-22 T BT Mandla to Niwas Road-SH 22

Table 5.9 (b): List of Minor Junctions to be improved






Main

Report

Sl. No

Existing Chainage

(Km)

Design Chainage

(Km) Side

Road No.


Cross Road Name



































5.6 Land Acquisition

Existing alignment has been adopted and improvements have been done within the available

ROW to avoid land acquisition. Hence, no land to be acquired for proposed improvement.






Main

Report

5.7 Proposal for structures

There are overall 221 Structures in this project road. 161 HPC’s, 09 Slab culverts, 30

VCW’s, 17 FCW, 01 Minor bridge as well as 01 Major Bridge. Existing 01 MJB is

retained, One MNB is reconstructed as MJB, 156 HPC’s are Re-constructed, 04 HPC are

upgraded to slab culvert and One HPC is removed. Out of 09 Slab Culverts, 09 are proposed

to re-construction. Out of 30 VCW’s, 04 are converted to HPC, 21 are upgraded to Minor

Bridge, 05 is proposed in reconstruction with slab. Out of 17 FCW, 15 are upgraded to HPC

and 05 removed.






Main

Report

Table 5.10: Detailed proposal of structure

S. NO

.

EXISTING CHAINAG

E

DESIGN CHAINAG

E

EXISTING STRUCTURE

RETAINED/ WIDENING/

RECONSTRUCTION

PROPOSED STRUCTURE

SPAN ARRANGEMENT

TOTAL LENGT

H

WIDTH OF CULVERT TYPE OF

STRUCTURE

SPAN ARRANGEMENT

OVERALL

LENGTH

WIDTH

TYPE NO. OF SPAN

LENGTH OF

SPAN / DIA OF PIPE

NO. OF

SPAN

LENGTH

(KM) (KM) (M) (M) (M) (M) (M) (M)

1 - 0+090 - - - - - New Construction 1 1.20 6.40 12.00 Hume Pipe Culvert

2 0+370 0+370 1 3.00 10.0 4.7 Slab Culvert Reconstruction 1 3.00 3.40 12.00 Slab Culvert

3 0+685 0+678 2 1.20 9.8 7.5 Hume Pipe Culvert Reconstruction 2 1.20 8.40 12.00 Hume Pipe Culvert





8 2+620 2+610 6 0.60 13.0 7.5 Vented Causeway Reconstruction 2 6.00 12.80 12.00 Minor Slab Bridge








16 4+470 4+470 12 1.00 12.8 7.6 Minor Bridge Reconstruction 5 15.00 75.00 12.00 Major Bridge










Main

Report

S. NO

.

EXISTING CHAINAG

E

DESIGN CHAINAG

E

EXISTING STRUCTURE

RETAINED/ WIDENING/

RECONSTRUCTION

PROPOSED STRUCTURE

SPAN ARRANGEMENT

TOTAL LENGT

H


STRUCTURE

SPAN ARRANGEMENT

OVERALL

LENGTH

WIDTH

TYPE NO. OF SPAN

LENGTH OF

SPAN / DIA OF PIPE

NO. OF

SPAN

LENGTH

(KM) (KM) (M) (M) (M) (M) (M) (M)



23 6+615 6+610 1 0.30 0.6 3.1 Utility Pipe Removed - - 6.40 12.00 -








31 8+615 8+613 3 1.20 18.0 7.5 Vented Causeway Reconstruction 1 4.00 4.40 12.00 Slab Culvert









40 10+410 10+410 2 1.00 23.8 7.5 Vented Causeway Reconstruction 2 1.20 8.40 12.00 Hume Pipe Culvert










Main

Report

S. NO

.

EXISTING CHAINAG

E

DESIGN CHAINAG

E

EXISTING STRUCTURE

RETAINED/ WIDENING/

RECONSTRUCTION

PROPOSED STRUCTURE

SPAN ARRANGEMENT

TOTAL LENGT

H


STRUCTURE

SPAN ARRANGEMENT

OVERALL

LENGTH

WIDTH

TYPE NO. OF SPAN

LENGTH OF

SPAN / DIA OF PIPE

NO. OF

SPAN

LENGTH

(KM) (KM) (M) (M) (M) (M) (M) (M)















59 15+616 15+610 1 0.30 5.0 7.5 Utility Pipe Remove















Main

Report

S. NO

.

EXISTING CHAINAG

E

DESIGN CHAINAG

E

EXISTING STRUCTURE

RETAINED/ WIDENING/

RECONSTRUCTION

PROPOSED STRUCTURE

SPAN ARRANGEMENT

TOTAL LENGT

H


STRUCTURE

SPAN ARRANGEMENT

OVERALL

LENGTH

WIDTH

TYPE NO. OF SPAN

LENGTH OF

SPAN / DIA OF PIPE

NO. OF

SPAN

LENGTH

(KM) (KM) (M) (M) (M) (M) (M) (M)

69 17+675 17+675 - - 15.3 7.5 Flushed

Causeway Reconstruction 1 1.20 6.40 12.00 Hume Pipe Culvert
















85 23+742 23+720 3 1.00 10.0 7.5 Hume Pipe Culvert Reconstruction 1 4.00 4.40 12.00 Slab Culvert




89 24+325 24+300 - - 15.0 7.5 Flushed

Causeway Removed - - - - -

90 24+500 24+475 - - 15.0 7.5 Flushed







Main

Report

S. NO

.

EXISTING CHAINAG

E

DESIGN CHAINAG

E

EXISTING STRUCTURE

RETAINED/ WIDENING/

RECONSTRUCTION

PROPOSED STRUCTURE

SPAN ARRANGEMENT

TOTAL LENGT

H


STRUCTURE

SPAN ARRANGEMENT

OVERALL

LENGTH

WIDTH

TYPE NO. OF SPAN

LENGTH OF

SPAN / DIA OF PIPE

NO. OF

SPAN

LENGTH

(KM) (KM) (M) (M) (M) (M) (M) (M)





95 25+955 25+925 - - 12.0 7.5 Flushed




98 26+545 26+520 - - 12.5 7.5 Flushed








105 29+125 29+095 - - 17.0 7.5 Flushed

Causeway Removed - - - - -













Main

Report

S. NO

.

EXISTING CHAINAG

E

DESIGN CHAINAG

E

EXISTING STRUCTURE

RETAINED/ WIDENING/

RECONSTRUCTION

PROPOSED STRUCTURE

SPAN ARRANGEMENT

TOTAL LENGT

H


STRUCTURE

SPAN ARRANGEMENT

OVERALL

LENGTH

WIDTH

TYPE NO. OF SPAN

LENGTH OF

SPAN / DIA OF PIPE

NO. OF

SPAN

LENGTH

(KM) (KM) (M) (M) (M) (M) (M) (M)






















134 - 37+180 - - - - - New Construction 6 25.00 150.00 12.00 Major Bridge








Main

Report

S. NO

.

EXISTING CHAINAG

E

DESIGN CHAINAG

E

EXISTING STRUCTURE

RETAINED/ WIDENING/

RECONSTRUCTION

PROPOSED STRUCTURE

SPAN ARRANGEMENT

TOTAL LENGT

H


STRUCTURE

SPAN ARRANGEMENT

OVERALL

LENGTH

WIDTH

TYPE NO. OF SPAN

LENGTH OF

SPAN / DIA OF PIPE

NO. OF

SPAN

LENGTH

(KM) (KM) (M) (M) (M) (M) (M) (M)






























Main

Report

S. NO

.

EXISTING CHAINAG

E

DESIGN CHAINAG

E

EXISTING STRUCTURE

RETAINED/ WIDENING/

RECONSTRUCTION

PROPOSED STRUCTURE

SPAN ARRANGEMENT

TOTAL LENGT

H


STRUCTURE

SPAN ARRANGEMENT

OVERALL

LENGTH

WIDTH

TYPE NO. OF SPAN

LENGTH OF

SPAN / DIA OF PIPE

NO. OF

SPAN

LENGTH

(KM) (KM) (M) (M) (M) (M) (M) (M)























183 46+530 46+980 - - 9.4 5.5 Flushed







Main

Report

S. NO

.

EXISTING CHAINAG

E

DESIGN CHAINAG

E

EXISTING STRUCTURE

RETAINED/ WIDENING/

RECONSTRUCTION

PROPOSED STRUCTURE

SPAN ARRANGEMENT

TOTAL LENGT

H


STRUCTURE

SPAN ARRANGEMENT

OVERALL

LENGTH

WIDTH

TYPE NO. OF SPAN

LENGTH OF

SPAN / DIA OF PIPE

NO. OF

SPAN

LENGTH

(KM) (KM) (M) (M) (M) (M) (M) (M)






























Main

Report

S. NO

.

EXISTING CHAINAG

E

DESIGN CHAINAG

E

EXISTING STRUCTURE

RETAINED/ WIDENING/

RECONSTRUCTION

PROPOSED STRUCTURE

SPAN ARRANGEMENT

TOTAL LENGT

H


STRUCTURE

SPAN ARRANGEMENT

OVERALL

LENGTH

WIDTH

TYPE NO. OF SPAN

LENGTH OF

SPAN / DIA OF PIPE

NO. OF

SPAN

LENGTH

(KM) (KM) (M) (M) (M) (M) (M) (M)


209 56+975 - - - - - New Construction 3 12.00 37.20 12.00 Minor Slab Bridge

210 - 57+220 - -- - - - New Construction 1 1.20 6.40 12.00 Hume Pipe Culvert





215 58+315 58+950 14 15.00 210 7.6 Major Bridge Retain - - - - -







222 60+675 61+315 1 0.60 0.6 7.2 Hume Pipe Culvert Removed - - - - -

223 60+770 61+410 - - 11.0 7.5 Flushed



225 60+912 61+545 - - 11.0 7.5 Flushed



227 61+369 62+080 - - 11.0 7.5 Flushed


228 61+670 62+300 - - 10.2 7.5 Flushed







Main

Report

S. NO

.

EXISTING CHAINAG

E

DESIGN CHAINAG

E

EXISTING STRUCTURE

RETAINED/ WIDENING/

RECONSTRUCTION

PROPOSED STRUCTURE

SPAN ARRANGEMENT

TOTAL LENGT

H


STRUCTURE

SPAN ARRANGEMENT

OVERALL

LENGTH

WIDTH

TYPE NO. OF SPAN

LENGTH OF

SPAN / DIA OF PIPE

NO. OF

SPAN

LENGTH

(KM) (KM) (M) (M) (M) (M) (M) (M)

229 61+880 62+510 - - 11.0 7.5 Flushed


230 62+120 62+740 - - 10.2 7.5 Flushed



232 62+450 63+075 - - 10.2 7.5 Flushed


233 62+500 63+130 - - 10.2 7.5 Flushed















247 65+708 66+325 - - 10.2 7.5 Flushed








Main

Report

S. NO

.

EXISTING CHAINAG

E

DESIGN CHAINAG

E

EXISTING STRUCTURE

RETAINED/ WIDENING/

RECONSTRUCTION

PROPOSED STRUCTURE

SPAN ARRANGEMENT

TOTAL LENGT

H


STRUCTURE

SPAN ARRANGEMENT

OVERALL

LENGTH

WIDTH

TYPE NO. OF SPAN

LENGTH OF

SPAN / DIA OF PIPE

NO. OF

SPAN

LENGTH

(KM) (KM) (M) (M) (M) (M) (M) (M)













261 70+110 70+715 - - 10.2 7.5 Flushed















Main

Report

Summary of proposed structures is as given in the Table below.

Table-5.11: Summary of CD Structure on the proposed alignment







02 Removed

VCW 30

04 Converted to HPC



HPC 161

156 Reconstruction


01 Removed


New Proposal


Total 221 267

5.8 Road Furniture and other Wayside Amenities

The road furniture’s, traffic safety features and other facilities included in the design are:

Road Markings

Kilometer stones & hectometer stones

Road signs (Cautionary, Mandatory and Informatory Signs)

Crash Barrier

5.8.1 Road Markings

Road markings perform the important function of guiding and controlling traffic on a highway.

The markings serve as psychological barriers and signify the delineation of traffic paths and their

lateral clearance from traffic hazards for safe movement of traffic. Road markings are therefore

essential to ensure smooth and orderly flow of traffic and to promote road safety. The Code of

Practice for Road Markings, IRC: 35-2015 has been used in the study as the design basis. The

location and type of marking lines, material and colour is followed using IRC: 35-2015 – “Code of

Practice for Road Markings”.

Centerline Marking: White Strips of 0.10 m wide and 3 m long @ 6.0 m interval at road center

throughout the length,

Edge Marking: Continuous 0.15m wide white strip both side at road edge throughout the length,






Main

Report

5.8.2 Road Signs (Cautionary, Mandatory and Informatory Signs)

Cautionary, mandatory and informatory signs have been provided depending on the situation and

function they perform in accordance with the IRC: 67-2012 guidelines for Road Signs.

90 cm equilateral triangle (Cautionary/Warning Sign)

60 cm equilateral triangle (Cautionary/Warning Sign)

60 cm circular (Mandatory/Regulatory Signs)

80 cm x 60 cm rectangular (Informatory Signs)

60 cm x 45 cm rectangular (Informatory Sign)

60 cm x 45 cm rectangular (Chevron Sign @ 15m c/c of outer side of each sharp curves)

60 cm x 60 cm square (Informatory Signs)

90 cm high octagon

5.8.3 Kilometer Stone Details

The details of kilometer stones are in accordance with IRC: 8-1980 guidelines. Kilometer stones

are located on the left-hand side of the road as one proceeds from the station from which the

Kilometer count starts. Kilometer stones shall be fixed at right angles to the center line of the

carriageway.

5.8.4 Proposed Truck Lay Bay

No Truck Lay bay has been proposed.

Table 5.12: Location of Truck Lay Bays

S. No Chainage (Km) Side Remarks

Nil

5.8.5 Proposed Bus Shelters

Pick up bus shelters have been proposed at the following locations:

Table 5.13: Proposed location of pick-up bus shelters

Sl. No. Design Chainage (Km) Side Remarks

1 0+000 LHS SIDE T Jun.With NH 30

2 2+050 LHS SIDE Banji Village

3 3+450 RHS SIDE Rampur Village

4 5+750 LHS SIDE Dudka Village

5 7+200 RHS SIDE Bhavamal Village

6 9+750 LHS SIDE Lutiya Village

7 12+000 LHS SIDE Lutiya Village

8 14+300 RHS SIDE Bishanpura Village

9 15+850 LHS SIDE Khirni Village

10 19+125 RHS SIDE Chougaon Village

11 21+600 LHS SIDE Guhdar Village

12 23+350 RHS SIDE Jhina Village

13 25+800 LHS SIDE Chandwara Village






Main

Report

Sl. No. Design Chainage (Km) Side Remarks

14 27+000 LHS SIDE Billgaon Village

15 28+300 LHS SIDE Nidhani Village

16 30+275 LHS SIDE Harra Tikur Village

17 31+950 LHS SIDE Basniya Village

18 32+900 RHS SIDE Kudopani Village

19 34+800 RHS SIDE Munu Village

20 36+500 LHS SIDE Uri Village

21 38+100 RHS SIDE Regaon Village

22 39+650 LHS SIDE Baniya Tara Village

23 41+300 LHS SIDE Aama Tola Village

24 43+100 LHS SIDE Umariya Village

25 44+400 RHS SIDE Khamariya Village

26 50+450 LHS SIDE Forest Area

27 52+650 RHS SIDE Chubhawal Village

28 58+300 RHS SIDE Marwari Village

29 59+500 RHS SIDE Chakdehi Village

30 60+100 LHS SIDE Chakdehi Village

31 65+400 LHS SIDE Murlapani Village

32 67+050 LHS SIDE Chhapra Village

33 68+950 Both side Mukas Khurd Village & Chhapra Village

34 71+600 LHS SIDE Mukash Kala Village

35 74+150 RHS SIDE Khinha Rapta Village

5.8.6 Metal Beam Crash Barriers

Metal beam (W-beam) crash barriers have been proposed at deficient curves as traffic safety

measures where the embankment height is greater than 3.0m. The detail of crash barrier is given

in table below.

Table 5.14: Proposed location of Crash Barriers

S.No. Chainages (km)

Length (km) Side Remarks From To

1 2+ 560 2+ 660 0+ 200 Both Side Mnb

2 3+ 075 3+ 225 0+ 150 Right Water Body

3 4+ 380 4+ 600 0+ 440 Both Side MNB

4 6+ 000 6+ 150 0+ 150 Left Water Body

5 7+ 900 8+ 040 0+ 280 Both Side MNB

6 8+ 210 8+ 310 0+ 200 Both Side MNB

7 10+ 660 10+ 760 0+ 200 Both Side MNB

8 10+ 760 10+ 840 0+ 160 Both Side SC

9 11+ 150 11+ 330 0+ 360 Both Side High Embankment

10 12+ 850 13+ 000 0+ 150 Left Water Body

11 13+ 800 13+ 880 0+ 160 Both Side SC

12 16+ 780 16+ 880 0+ 200 Both Side MNB






Main

Report

S.No. Chainages (km)

Length (km) Side Remarks From To

13 18+ 200 18+ 500 0+ 300 Right Hill/Water Body

14 20+ 700 20+ 900 0+ 200 Right Hill

15 21+ 400 21+ 480 0+ 160 Both Side MNB

16 22+ 630 22+ 690 0+ 120 Both Side MNB

17 22+ 940 23+ 000 0+ 120 Both Side MNB

18 23+ 460 23+ 520 0+ 120 Both Side MNB

19 29+ 500 29+ 600 0+ 200 Both Side MNB

20 32+ 500 32+ 800 0+ 300 Left Hill

21 33+ 600 34+ 200 0+ 600 Left Hill

22 34+ 350 34+ 550 0+ 200 Right Water Body

23 38+ 700 39+ 800 1+ 100 Left Hill

24 40+ 330 40+ 380 0+ 050 Right High Embankment

25 40+ 520 40+ 660 0+ 280 Both Side MNB

26 42+ 900 43+ 500 1+ 200 Left Hill

27 44+ 500 44+ 800 0+ 300 Left Hill

28 46+ 200 46+ 400 0+ 400 Both Side MNB

29 46+ 900 47+ 700 0+ 800 Right Hill

30 48+ 300 48+ 600 0+ 600 Both Side Hill

31 48+ 900 50+ 200 1+ 300 Left Hill

32 51+ 600 51+ 900 0+ 300 Right Hill

33 53+ 300 54+ 200 0+ 900 Right Hill

34 54+ 200 54+ 400 0+ 200 Left Hill

35 54+ 520 54+ 680 0+ 320 Both Side MNB

36 55+ 210 55+ 330 0+ 240 Both Side MNB

37 56+ 890 57+ 050 0+ 320 Both Side MNB

38 57+ 300 58+ 300 1+ 000 Left Hill

39 60+ 180 60+ 280 0+ 200 Both Side MNB

40 60+ 500 60+ 600 0+ 200 Left Hill

41 60+ 600 61+ 900 2+ 600 Right Hill

42 62+ 000 63+ 500 3+ 000 Left Hill

43 63+ 800 63+ 900 0+ 200 Right Hill

44 64+ 440 64+ 560 0+ 240 Both Side MNB

45 68+ 200 68+ 320 0+ 240 Both Side MNB

Total length (km) 20+ 960






Main

Report

5.8.7 Drain

RCC drain has been provided in built-ups in order to restrict the discharges from built-ups to enter

into the road and PCC drain is provided in forest hills & cutting locations. Detailed drawing of

RCC drain has been attached in drawing volume.

Table 5.15: Proposed locations of Drains

Sl.No From (M) To (M) Length (M) Type Location’s Side

1 3+650 4+400 1500 RCC Ahmadpur Both Side

2 5+550 6+000 900 RCC Dudka Both Side

3 6+100 6+140 40 PCC Hill Right

4 6+140 6+550 410 PCC Forest Right

5 9+500 9+900 400 PCC Forest Right

6 10+520 11+000 480 PCC Forest Left

7 11+120 11+440 640 PCC Forest Both Side

8 12+800 12+900 100 PCC Forest Right

9 13+100 13+860 760 PCC Forest Right

10 15+600 15+850 500 RCC Chikhli Both Side

11 20+700 21+200 500 PCC Forest Left

12 25+800 26+550 750 PCC Hill Right

13 28+700 29+150 450 PCC Hill Right

14 32+000 32+400 400 PCC Hill Left

15 32+240 32+780 540 PCC Forest Right

16 32+780 33+690 910 PCC Forest Right

17 33+690 34+000 310 PCC Hill Right

18 34+600 34+800 400 RCC Ramriwariya Both Side

19 36+450 37+020 1140 RCC Munu Both Side

20 37+250 38+100 1700 RCC Saliwada Both Side

21 38+700 38+880 180 PCC Hill Right

22 38+880 39+430 550 PCC Forest Right

23 39+430 39+800 370 PCC Hill Right

24 42+300 42+530 230 PCC Hill Right

25 42+530 42+600 70 PCC Forest Right

26 42+600 43+400 800 PCC Forest Right

27 43+400 43+900 500 PCC Forest Right

28 43+900 44+760 860 PCC Forest Right

29 44+760 45+000 240 PCC Hill Right

30 45+000 45+400 400 PCC Hill Right

31 46+810 46+850 40 PCC Forest Left

32 46+850 46+950 100 PCC Forest Left

33 46+950 47+100 150 PCC Forest Left

34 47+100 47+700 600 PCC Forest Left

35 47+700 47+900 200 PCC Forest Left

36 48+100 48+300 200 PCC Forest Right






Main

Report

Sl.No From (M) To (M) Length (M) Type Location’s Side

37 48+300 48+500 200 PCC Forest Right

38 48+900 49+300 400 PCC Forest Right

39 49+300 49+450 150 PCC Forest Right


41 49+800 50+050 250 PCC Forest Right

42 53+350 53+950 600 PCC Forest Left

43 53+950 54+200 250 PCC Forest Left

44 56+100 56+350 250 PCC Hill Left

45 57+000 58+350 1350 PCC Hill Right

46 60+550 60+650 100 PCC Forest Left


48 61+480 61+800 320 PCC Forest Left

49 61+800 62+250 450 PCC Forest Right

50 62+250 63+400 1150 PCC Forest Right


Total length (m) 24350

5.8.8 Retaining Wall

Retaining wall has been provided on both sides of the bridges having high embankment in order to

restrict the toe line and at hill sides where embankment is very high.

Table 5.16: Proposed Details of Retaining Wall

S. No Chainages (Km)

Length (M) Side From To

1 47+100 47+700 600 Right

2 48+300 48+500 200 Left

3 48+900 49+300 400 Left

4 49+800 50+050 250 Left

5 53+350 53+950 600 Right







Main

Report

6 COST ESTIMATE

6.1 General

Cost estimation is an important component of the study as it provides insights for proper

planning of project execution. Detailed Cost estimates are prepared based on the detailed

engineering designs and detailed drawings.

6.2 Quantification

The construction items covered in cost estimates include are as follows:

Site clearance

Earthwork

Granular base and sub-base layers

Bituminous pavement Layers

Concrete pavements

Traffic Signs and Markings

Road Side drain

Miscellaneous

Culverts,

Bridges

Royalty Charges

1. Site Clearance: The area considered for Site Clearance is the area within the proposed toe line

of the road.

2. Earth Works: This item provides for roadway excavation, earthwork in embankment, sub-grade

and shoulders, islands including disposal of surplus earth and unsuitable material. The earthwork

quantities are based on the cross-section developed after horizontal and profile design of the

road.

3. Sub-base, Base, Surface Courses: This item provides for the items of GSB and WMM for the

carriageway.

4. Bituminous Works: For flexible pavement, the subhead for bituminous works provides for all

items of bituminous courses and surfacing. Quantities for the pavement component are based on

the pavement designs.

5. Concrete Pavements Works: For Rigid pavement, the subhead for concrete works provides for

all items of rigid pavement. Quantities for the pavement component are based on the pavement

designs.

6. Traffic Signs and Markings: Proper traffic signs were selected at required locations along the

project corridor and special signs at tollgates were designed.






Main

Report

7. Road Side Drain: Provision under this sub-head has been made for surface, subsurface and

roadside drains. This item covers for unlined, open lined and covered drains.

8. Miscellaneous Items: A lump sum amount for project house, furniture and equipment required

for project maintenance, parking, footpath, electrifications, and roadside amenities. In addition to

these, traffic control & diversions have also been provided.

9. Culverts: The estimation of quantities for culverts was based on site inventory and proposal.

10. Bridges and structures: The cost for bridges has been worked out based on Rate per square

meter basis.

11. Royalty Charges: The amount for royalty to be paid are calculated in this sub head.

6.3 Rate Analysis and Cost Estimate

The Rate analysis has been done based on the Schedule of Rates “PWD-SOR” issued by PWD,

GOVT of Madhya Pradesh. The Unit Rates arrived through the detailed rate analysis is used for

the preparation of Cost Estimate. Cost estimate is presented separately with BOQ along with this

report.






Main

Report

Table 6.1: Cost Abstract


Two laning with paved ridge/flexi shoulders of selected stretches of Newly declared & existing State Highways, Package-A (Length : 346.30 km.)


SUMMARY OF COST




2 Earth Work 120986856 12.10


4 Pavement 388972622 38.90





Total Cost (I) 1503759745 150.38

Add GST @12% on Total (I) 180451169 18.05


Total (II) 1834586889 183.46


Total (III) 1889624496 188.96




Cost per Km 40117072 2.78






Main

Report

7 Conclusion & Recommendation

7.1 Conclusions

The project road Anjania to Khinha falls under the District Mandla in the state of Madhya

Pradesh.

The existing terrain is plane-rolling and hilly has normal gradients mostly but steep gradient at

some location mostly in forest and structure location.

The existing Length of Project road is 73.600 km only.

The existing Project road is 3.75 m wide having flexible pavement with average conditions.

The existing ROW is found 13-22m except in forest location.

01Major & 01 minor bridge exist on the project road.

There are 219 nos. of existing culverts.

The total cost of the project road is Rs 205.97 Crores.

The project has been proposed for implementation in single construction package.

7.2 Recommendations

The Design Length of Project road is 74.193 km only.

The Project road is proposed as Two lane with Earthen/Paved shoulders.

Proposed ROW for widening of existing road is taken 10-22m in open areas and 13-20m

in built-up areas.

The Pavement of Project road is proposed as flexible pavement and Rigid in Built-up

area.

The Crust is designed on basis of 10MSA and 8% CBR.

Crust is-

Flexible pavement Rigid pavement




GSB - 200 mm

Subgrade – 500 mm Subgrade – 500 mm






Main

Report

The proposed design of horizontal & alignment as per availability of land and site condition.

There are overall 221 Structures in this project road. 161 HPC’s, 09 Slab culverts, 30

VCW’s, 17 FCW, 01 Minor bridge as well as 01 Major Bridge. Existing 01 MJB is

retained, One MNB is reconstructed as MJB, 156 HPC’s are Re-constructed, 04 HPC are

upgraded to slab culvert and One HPC is removed. Out of 09 Slab Culverts, 09 are

proposed to re-construction. Out of 30 VCW’s, 04 are converted to HPC, 21 are upgraded

to Minor Bridge, 05 is proposed in reconstruction with slab. Out of 17 FCW, 15 are

upgraded to HPC and 05 removed.

Bus Shelters (35 no’s) are proposed along the project road.

The Project is economically viable.

HEC Consortium BECT Revision: R0 Page 9





Main

Report

CHAPTER – 1

EXECUTIVE SUMMARY

1.1. Introduction

Government of Madhya Pradesh has entrusted Madhya Pradesh Road Development

Corporation for development of State highways in the state of Madhya Pradesh. M.P

Road Development Corporation represented by the Managing Director has taken initiative

and engaged in the development of state highways. Consultancy services for preparation

of Feasibility report for Two Lane with paved Rigid/Flexi shoulders of selected stretches

of newly declared and existing State Highway roads under Package-A in the State of

Madhya Pradesh. Two lane with paved shoulder configuration to the various consultants

eligible for assignment.

1.2. Objective & Scope of the Consultancy Services

The objective of this consultancy (the “Objective”) is to undertake feasibility studies and

prepare a Feasibility Report of the Project Highway for the purpose of firming up the

Authority’s requirements in respect of development and construction of the Project

Highway and Project Facilities and enabling the prospective bidders to assess the

Authority’s requirements in a clear and predictable manner with a view to ensuring:

i. enhanced safety and level of service for the road users;

ii. superior operation and maintenance enabling enhanced operational efficiency of the

Project Highway;

iii. minimal adverse impact on the local population and road users due to road construction;

iv. minimal adverse impact on environment;

v. minimal additional acquisition of land; and

vi. Phased development of the Project Highway for improving its financial viability

consistent with the need to minimize frequent inconvenience to traffic that may be caused

if additional works are undertaken within a period of seven years from the

commencement of construction of the Project Highway.

Scope of Services Comprise of:

i. Traffic surveys and demand assessment

ii. Engineering surveys and investigations.

iii. Location and layout of toll plazas

iv. Location and layout of truck lay byes

v. Location and layout of bus bays and bus shelters

vi. Social impact assessment

vii. Environment impact assessment& obtaining TOR from MoEF for environmental clearance

and conduct Public hearing. Consultant shall complete the process of final environmental







Main

Report

viii. Preliminary Designs of road, bridges, structures, etc. including GAD of ROB's and RUB's.

The consultant shall be responsible for getting approval of Railways for GAD's of

ROB/RUB's.

ix. Preparation of Land Plan Schedules as per revenue records. Preparation of Land documents

to publish notification of various stages as per Land Acquisition Act.

x. Preparation of proposal of forest land diversion as per forest conservation act and obtaining


xi. Preparation of proposal for obtaining clearance from State Wild Life Board and National

Wild Life Board.

xii. Preparation of strip plan for relocation of utility shifting and their estimates for relocation

approved by concerned Competent Authority.

xiii. Preparation of indicative BOQ and rough Cost Estimates

xiv. Financial analysis to assess the viability of the project.

xv. Preparation of Schedules A, B, C, D and H of the Concession Agreement.

xvi. Survey & Investigation of bypasses on the alignment.

xvii. Obtaining Project related clearances from the concerned department/agencies like MOEF,

Pollution control board, forest, wild life boards, Railways etc.

1.3. Project Stages

The main objective of the consultancy service is to establish the technical, economical,

and financial viability of the project and prepare Feasibility Report for up gradation of

existing road to two lane with or without paved shoulders (as may be applicable) or

higher configuration.

Stage 1: Inception Report

Stage 2: Report on Alignment and Traffic Survey results

Stage 3: Indicative GAD of structures

Stage 4: Draft Feasibility Report and Schedules to the Concession Agreement and

Financial analysis

Stage 5: Report on Land Plan Schedules and Utility Relocation

Stage 6: Report on Environment, Social Impact Assessment and Forest clearance report

Stage 7: Final Feasibility Report

Stage 8: (a) Project related clearances from concerned departments

(b) Completion of services including assistance during bid process

1.4. Structures

The services will be undertaken in different parts and is broadly as below;

Part A: As far as possible, the widening/improvement work to two/four/six lane with or

without paved shoulders (as may be applicable) shall be within the existing right

of way avoiding land acquisition

Part B: The Consultant shall study the possible locations and design of toll plaza

(If any). Wayside amenities required on tolled highway shall also be planned.

Part C: The Consultants shall prepare documents for Hybrid Annuity/EPC contracts for

each DPR assignment.






Main

Report

Part D: All ready to implement „good for construction‟ drawings shall be

prepared.

Part E: Environmental Impact Assessment and Environmental Management Plan shall

be carried out by the Consultant meeting the requirements of the Government of

India

Part F: The consultant shall also suggest alternate traffic movement plan during

construction

The Letter of Appointment for this assignment was issued by Chief Engineer (Proc.)

M.P.R.D.C, Bhopal, M.P vide their letter No. 10001/425/MPRDC/Procu/FR/2019,

Dated 16-10-2019.

1.5. Organization of Detailed Feasibility Report

The Draft Feasibility Report is consisting of following chapters

1. Executive Summary,

2. Project Description,

3. Engineering Survey & Investigation,

4. Traffic surveys and analysis,

5. Improvement proposals,

6. Cost Estimates,

7. Conclusion and recommendations,

All data collected from field has been provided as a separate volume (appendix) with the

main report.

1.6. Project Location & Background

The project alignment Anjania – Ramnagar– Regaon – Chubhawal – Chakdehi - Khinha

Road through Mandla district in the state of Madhya Pradesh.

Mandla District is situated in Satpura hills in the state of Madhya Pradesh of India. Mandla

is surrounded by river Narmada on three sides and Narmada river passing through north-

west side of Mandla. The most fertile part of the District falls in the valley of Banjr river

which is an feeder river of Narmada, this fertile part of District is called ‘Haveli’. The hilly

terrain on the southern part of ‘Haveli’ is covered with dense forests. Paddy, wheat and oil

seeds are the majorly produced in the valleys of rivers. The production of lac, timber cutting,

pan cultivation, animal husbandry, production mat and ropes are the people’s main

employments.

For Administrative purpose Mandla District is subdivided into 6 Tehsils and 9 Development

Blocks. There are three major Agricultural Markets- Mandla, Nainpur and Bichhiya in

Mandla District.






Main

Report

Figure 1.1: Map of Mandla District

1.7. Project Description

The name of the Project Road as per RFP is Anjania – Ramnagar– Regaon – Chubhawal –

Chakdehi - Khinha Road in Mandla district in the state of Madhya Pradesh. The start point

of the proposed road is at junction with (NH-30) near Anjania village and Terminating at

(old SH-22) Khinha Rapta Village. The total Design length of the project highway is 74.193

km. The major towns and villages along the project road are Anjania,

Banji,Ahmadpur,Dudka, Lutiya, Chikhli, Chaugan, Palhara, Saliwada, Harra tikur, Munu,

Banjitara, Umariya, Chubhawal, Chakdehi andKhinha rapta etc. A number of small villages

where population is very less are also situated on the project road in scattered manner.

Figure 1.2: Proposed Road Alignment on Google Map






Main

Report

1.8. Summary of Investigations and Evaluations

This relates to the most suitable alignment for the project road sections and for optimum

upgrading of existing road based on field data and detail study involving traffic,

topographic, pavement and road condition and socio-economic aspects. Special attention

has been given for augmentation of capacity for intended level of service in design period.

A few appropriate design applications have been considered for operational efficiency and

road safety.

Pavement design includes flexible pavement through all along the project road. Alignment

options have been developed for the highway sections mostly concentric to existing

alignment avoiding land acquisition on capitalization of existing ROW. Road side

religious structures, graveyards, missionaries etc. have been mostly avoided by adjusting

the alignment suitably and/or by eccentric widening. All major junctions/intersections

have been analyzed with respect to vehicular movements and vehicular turning

movements based on traffic study for providing appropriate grade/grade separated

intersections for cross/turning traffic. Realignment has been fixed in providing the

requisite geometrics to cater to the design speed.

1.8.1. Design Standards

1.8.1.1. Terrain Classification

The project road lies in Plain terrain. The geometric standards relevant to plain & rolling

terrain as contained in IRC: 73-2018 and IRC SP: 48-1998 for hilly terrain been adopted.

1.8.1.2. Design Speed

The ruling design speed for this project has been adopted as 65/80 km/hr. in plain terrain and

the same has been used to determine the various geometric design features. But at certain

curve locations or Mountainous terrain ruling design speed for this project has been adopted

as 40/50 km/hr.

1.8.1.3. Cross-sectional Element

2-Lane with Paved/Earthen shoulder is proposed for the project highway. Cross falls

adopted is 2.5% for the Bituminous Pavement. The cross fall of the paved shoulders has

been kept the same as that of main Carriageway, 3.5% for Hard / Earthen shoulders.

Except where super elevation is applied. On super elevated sections, the shoulders will have

the same cross fall as that of the pavement. The width of shoulders in open area is varies up

to 1.5m earthen shoulder and in built-ups it’s varies up to 1.5m paved shoulder. Typical

cross sections are attached at the end of this report

1.8.2. Improvement Proposal

1.8.3. Proposed Lane Configuration

Two Lane has been proposed for the project road in general. Proposal Typical Cross

Section is given in table below:






Main

Report


S. No Chainage (m)

Length (m) Widening


1 0 3650 3650 Concentric TCS-01 Fig 2.2 (IRC: SP:73-2018) Start point










































Main

Report

S. No Chainage (m)

Length (m) Widening


























62 64400 74193 9793 Concentric TCS-01 Fig 2.2 (IRC: SP:73-2018) End Point

Total Length 74193






Main

Report

1.8.4. Shoulders

Width of shoulders in open areas 1.5m (Hard/Earthen shoulder). In built-up area 1.5m paved

shoulder/1.5m minimum width earthen shoulder flooring shall be provided on either side of

carriageway as per the drawing attached.

1.8.5. Traffic & Pavement Summary

Present AADT (Annual Average Daily Traffic) have been presented in the table below. Traffic

expected on the project road has been calculated and then projected for 20 years after

completion of construction (up to year 2041). Summary of traffic has been shown in the table

below.

Table 1.2: Traffic Summary and Requirements

Location (km)

Existing Lane Configuration

Design AADT (PCU) For

20th yr.

Lane Requirement

Adopted Lane Configuration

Remarks

1+000 Single lane 4738 Intermediate Lane 2-lane with earthen shoulder

37+600 Single lane 1424 Single Lane 2-lane with earthen shoulder

73+200 Single lane 3201 Intermediate Lane

2-lane with earthen shoulder

If Provide, for flexible pavement BC=30mm, DBM=60mm, WMM=250mm, GSB=200mm,

Subgrade=500mm, for rigid pavement PQC=250, DLC=100, GSB=200, Subgrade=500mm.

Detail analysis of traffic surveys have been provided in the chapter “Traffic Surveys &

Analysis”.

1.8.6. Structural Summary

There are overall 221 Structures in this project road. 161 HPC’s, 09 Slab culverts, 30 VCW’s,

17 FCW, 01 Minor bridge as well as 01 Major Bridge. Existing 01 MJB is retained, One MNB

is reconstructed as MJB, 156 HPC’s are Re-constructed, 04 HPC are upgraded to slab culvert

and One HPC is removed. Out of 09 Slab Culverts, 09 are proposed to re-construction. Out of

30 VCW’s, 04 are converted to HPC, 21 are upgraded to Minor Bridge, 05 is proposed in

reconstruction with slab. Out of 17 FCW, 15 are upgraded to HPC and 02 removed.

Table 1.3: Summary of Structure Proposal







02 Removed

VCW 30

04 Converted to HPC



HPC 161 156 Reconstruction






Main

Report




01 Removed


New Proposal


Total 221 267

1.8.7. Road Side Drainage

Drainage system including surface and subsurface drains for the Project Road shall be

provided as per Section 6 of the Manual. Following sections should be provided with lined

drains on both sides:

Table 1.4: List of the proposed Covered CC Drains

Sr. No. Design Chainage Length(m)

Name of Village

Km Km LHS RHS

1 3+650 4+400 750 750 Ahmadpur

2 5+550 6+000 450 450 Dudka

3 15+600 15+850 250 250 Chikhli

4 34+600 34+800 200 200 Ramkhirwariya

5 36+450 37+020 570 570 Munu

6 37+250 38+100 850 850 Saliwada

Length(m) 3070 3070

Total Length (Km) 6.140

Table 1.5: List of the proposed CC Drains in Forest/Hilly area



1 6.100 6.140 Right 40 Hill

2 6.140 6.550 Right 410 Forest

3 9.500 9.900 Right 400 Forest

4 10.520 11.000 Left 480 Forest

5 11.120 11.440 Both Side 640 Forest

6 12.800 12.900 Right 100 Forest

7 13.100 13.860 Right 760 Forest

8 20.700 21.200 Left 500 Forest

9 25.800 26.550 Right 750 Hill

10 28.700 29.150 Right 450 Hill

11 32.000 32.400 Left 400 Hill

12 32.240 32.780 Right 540 Forest

13 32.780 33.690 Right 910 Forest

14 33.690 34.000 Right 310 Hill

15 38.700 38.880 Right 180 Hill

16 38.880 39.430 Right 550 Forest

17 39.430 39.800 Right 370 Hill

18 42.300 42.530 Right 230 Hill






Main

Report



19 42.530 42.600 Right 70 Forest

20 42.600 43.400 Right 800 Forest

21 43.400 43.900 Right 500 Forest

22 43.900 44.760 Right 860 Forest

23 44.760 45.000 Right 240 Hill

24 45.000 45.400 Right 400 Hill

25 46.810 46.850 Left 40 Forest

26 46.850 46.950 Left 100 Forest

27 46.950 47.100 Left 150 Forest

28 47.100 47.700 Left 600 Forest

29 47.700 47.900 Left 200 Forest

30 48.100 48.300 Right 200 Forest

31 48.300 48.500 Right 200 Forest

32 48.900 49.300 Right 400 Forest

33 49.300 49.450 Right 150 Forest

34 49.450 49.800 Both Side 700 Forest

35 49.800 50.050 Right 250 Forest

36 53.350 53.950 Left 600 Forest

37 53.950 54.200 Left 250 Forest

38 56.100 56.350 Left 250 Hill

39 57.000 58.350 Right 1350 Hill

40 60.550 60.650 Left 100 Forest

41 60.650 61.480 Both Side 1660 Forest

42 61.480 61.800 Left 320 Forest

43 61.800 62.250 Right 450 Forest

44 62.250 63.400 Right 1150 Forest

45 64.100 64.400 Both Side 600 Forest


1.8.8. Junctions

There are 05 Major & 34 Minor Junctions on the existing alignment

Table 1.6: List of the proposed Major Junction

Sl. No. Existing

Chainage (km)

Design Chainage

(km) Type Side

Type of Pavement

Destination

1 0+000 0+000 T Start point CC Mandla To Raipur Road Nh-30



4 37+660 38+125 X Both BT Crossing NH- 40

5 73+600 74+193 T End point BT Mandla To Niwas Road-SH 22

Table 1.7: List of the proposed Minor Junction

Sl. No Existing

Chainage (Km)

Design Chainage

(Km) Side

Road No.


Cross Road Name








Main

Report

Sl. No Existing

Chainage (Km)

Design Chainage

(Km) Side

Road No.


Cross Road Name






































Main

Report

1.8.9. Project Cost


Two laning with paved ridge/flexi shoulders of selected stretches of Newly declared & existing State Highways, Package-A (Length: 346.30 km.)


SUMMARY OF COST




2 Earth Work 120986856 12.10


4 Pavement 388972622 38.90





Total Cost (I) 1503759745 150.38

Add GST @12% on Total (I) 180451169 18.05


Total (II) 1834586889 183.46


Total (III) 1889624496 188.96




Cost per Km 40117072 2.78






Main

Report

Table 1.8: SALIENT FEATURES


Terrain : Plain, Rolling, Hilly Plain, Rolling, Hilly

Length : Existing Length = 73.600 Km Proposed Length = 74.193 Km

Alignment : The existing Alignment is almost Poor except at few locations.

The existing alignment is followed with minor improvements within existing row.

Design Speed

: 40 Km/h to 80Km/h. 40Kmph to 80Kmph.

Cross-Section

:

C/W Width- Varying b/w 3.75m Shoulder- 2.25m

Open area- 52.713 Km Length for Flexible Pavement 1.5m (Earthen Shoulder) +7m (Carriage Way) + 1.5m (Earthen Shoulder) = 10m. & 1.800 km with 1.3(L Type Drain) both side +1.5 (Cement Concrete Shoulder) + 7 m (Carriage Way) +1.5 (Cement Concrete Shoulder) =10m. Built Up area-3.070 Km Length for Rigid Pavement 1.5(Drain) + 1.5m (Paved Shoulder) + 7 m (Carriage Way) +1.5 (Paved Shoulder) + 1.5(Drain) =13 m.

Forest/Hilly area – 2.050 km with Flexible Pavement 1.3(L Type Drain) one side +1.5 (Cement Concrete Shoulder) + 7 m (Carriage Way) +1.5 (Earthen Shoulder) + Retaining Wall =10m. & 14.560 km with 1.3(L Type Drain) one side +1.5 (Cement Concrete Shoulder) + 7 m (Carriage Way) +1.5 (Earthen Shoulder) =10m.

CBR Considered

: - 8%

Traffic (2019)

:

Traffic at different survey locations:

For Flexible Pavement

Section ADT PCU Calculated MSA

Adopted MSA (20 Year)

1+000 1905 1603 0.914 10

37+600 558 480 0.011 10

73+200 1413 1087 0.409 10

Pavement Design Life

: Nil 20 Years

Pavement Crust Thickness for widening & new construction

:

Flexible Rigid




GSB - 200 mm






Main

Report


Structures :


Type of

Structure Existing Nos. Nos. Type of Proposal





02 Removed

VCW 30

04 Converted to HPC



HPC 161

156 Reconstruction


01 Removed


New Proposal


Total 221 267

Bus - Bay : Nil Nil

Bus Shelters

: 01 35 no’s

Truck Lay Bye

: Nil Nil

Way Side Amenities

: Nil Nil

Toll Plaza : Nil nil

ROW :

ROW For: - Built Up – 13 -20 m

Open area – 10 -22 m

Forest - 6-7

Grade Separator

: Nil Nil

ROBS : Nil Nil

Level Crossing

: Nil Nil

RUBS : Nil Nil

Service Road

: Nil Nil

Slip Road :

Nil Nil

Protection &Other Works

: Crash barrier – 2.65 km

Crash barrier – 20.960 km

Guard stone – 660 nos.

Total Cost (Rs.)

: 205.97 Cr (per km 2.78 Cr)

Consultancy Services for Preparation of Feasibility Report for ...

Documents

Transcript of Consultancy Services for Preparation of Feasibility Report for ...