1
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
CONTENTS
CHAPTER 0 ......................................................................................................................................... 13
EXECUTIVE SUMMARY ............................................................................................................................ 13
A. PROJECT APPRECIATION ........................................................................................................................ 13
B. PROJECT ROAD FEATURES ..................................................................................................................... 14
C. TRAFFIC SURVEY AND CARRIAGEWAY PROPOSAL ................................................................................ 14
D. SOIL & GEOTECHNICAL INVESTIGATION ............................................................................................... 16
E. PAVEMENT INVESTIGATIONS & ROAD INVENTORY ............................................................................... 17
F. MATERIALS INVESTIGATION .................................................................................................................. 17
F. DESIGN STANDARDS .............................................................................................................................. 18
G. DESIGN PROVISIONS .............................................................................................................................. 20
H. LAND ACQUISITION ............................................................................................................................... 22
I. UTILITIES ............................................................................................................................................... 22
J. BOQ & ESTIMATES ............................................................................................................................... 22
K. EIRR & FIRR ........................................................................................................................................ 23
L. CONCLUSION & RECOMMENDATIONS ........................................................................................ 23
CHAPTER 1 ......................................................................................................................................... 24
INTRODUCTION .......................................................................................................................................... 24
1.1 BACKGROUND ....................................................................................................................................... 24
1.2 MAHARASHTRA AT A GLANCE ............................................................................................................... 24
1.3 PROJECT DISTRICTS: .............................................................................................................................. 28
1.4 OBJECTIVE OF THE STUDY ..................................................................................................................... 35
1.5 SCOPE OF SERVICES ............................................................................................................................... 35
1.6 PROJECT AREA APPRECIATION .............................................................................................................. 38
1.6.1 PHYSIOGRAPHICAL FEATURES .......................................................................................................... 38
1.7 RAINFALL & CLIMATE ........................................................................................................................... 39
1.8 TERRAIN ................................................................................................................................................ 39
CHAPTER 2 ......................................................................................................................................... 40
PROJECT ROAD APPRECIATION.............................................................................................................. 40
2.1 GENERAL ............................................................................................................................................... 40
2.2 PART-A: PROJECT ROAD FROM VITA TO KOKRUD UP TO WARNA RIVER (KM 0.8 TO KM 83.4) ............ 41
2.2.1 ROAD CONFIGURATION..................................................................................................................... 41
2.2.2 TRAFFIC CONDITION ......................................................................................................................... 44
2.2.3 PAVEMENT CONDITION ..................................................................................................................... 44
2.2.4 GEOMETRICS ..................................................................................................................................... 46
2.2.5 SOIL STRATA .................................................................................................................................... 49
2.2.6 BUILT UP AREAS ............................................................................................................................... 50
2
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
2.2.7 DRAINAGE AND STRUCTURE ............................................................................................................. 51
2.2.8 JUNCTIONS ........................................................................................................................................ 61
2.3 PART-B: PROJECT ROAD FROM KOKRUD WARNA RIVER TO ANUSKURA (KM 83.70 TO KM 133.4) ...... 63
2.3.1 ROAD CONFIGURATION..................................................................................................................... 64
2.3.2 TRAFFIC CONDITION ......................................................................................................................... 64
2.3.3 PAVEMENT CONDITION ..................................................................................................................... 65
2.3.4 GEOMETRICS ..................................................................................................................................... 66
2.3.5 SOIL STRATA .................................................................................................................................... 67
2.3.6 BUILT UP AREAS ............................................................................................................................... 67
2.3.7 DRAINAGE AND STRUCTURE ............................................................................................................. 67
2.3.8 JUNCTIONS ........................................................................................................................................ 80
CHAPTER 3 ......................................................................................................................................... 81
TRAFFIC SURVEYS AND ANALYSIS ....................................................................................................... 81
3.1 GENERAL ............................................................................................................................................... 81
3.2 HOMOGENEOUS SECTION....................................................................................................................... 83
3.3 TRAFFIC SURVEYS ................................................................................................................................. 84
3.3.1 TYPE OF TRAFFIC SURVEYS .............................................................................................................. 84
3.3.2 TRAFFIC SURVEYS: SELECTION OF LOCATIONS ................................................................................ 85
3.3.3 LOCATION OF CLASSIFIED DIRECTIONAL MIDBLOCK COUNT ........................................................... 85
3.3.4 LOCATION OF TRAFFIC ORIGIN – DESTINATION SURVEY .................................................................. 85
3.3.5 LOCATION OF TURNING MOVEMENT SURVEY ................................................................................... 85
3.3.6 TRAFFIC SURVEYS LOCATIONS ......................................................................................................... 85
3.4 SURVEY METHODOLOGY ............................................................................................................... 88
3.4.1 CLASSIFIED TRAFFIC VOLUME COUNTS, OD, AXLE & TMC ............................................................ 88
3.5 SURVEY SCHEDULE ............................................................................................................................... 90
3.6 DATA ANALYSIS – CLASSIFIED TRAFFIC VOLUME COUNT ................................................... 91
3.6.1 DAILY VARIATION OF TRAFFIC ......................................................................................................... 91
3.6.2 HOURLY DISTRIBUTION OF TRAFFIC ................................................................................................. 92
3.6.3 TRAFFIC COMPOSITION ..................................................................................................................... 98
3.6.4 DIRECTIONAL DISTRIBUTION OF TRAFFIC ....................................................................................... 101
3.6.5 AVERAGE DAILY TRAFFIC .............................................................................................................. 103
3.6.6 TURNING MOVEMENT ..................................................................................................................... 104
3.6.7 ORIGIN DESTINATION SURVEY ....................................................................................................... 108
3.6.7.1 DATA VALIDATION .................................................................................................................... 108
3.6.7.2 ZONING SYSTEM ........................................................................................................................ 108
3.6.7.3 DEVELOPMENT OF O-D MATRICES ............................................................................................ 111
3.6.7.4 COMMODITY TYPE OF COMMERCIAL VEHICLES .......................................................................... 112
3.6.7.5 TRIP FREQUENCY AND PURPOSE OF TRIP .................................................................................... 112
3.6.7.6 DETERMINATION OF LOCAL TRAFFIC .......................................................................................... 113
3.6.7.7 CONCLUSIONS OF O-D STUDY .................................................................................................... 116
3
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
3.6.8 SEASONAL VARIATION OF TRAFFIC ................................................................................................ 116
3.6.9 ANNUAL AVERAGE DAILY TRAFFIC (AADT) ................................................................................. 117
3.7 GROWTH OF TRAFFIC ON PROJECT STRETCH ....................................................................................... 122
3.7.1 TREND ANALYSIS ........................................................................................................................... 122
3.7.2 ESTIMATION OF TRAFFIC DEMAND ELASTICITY.............................................................................. 123
3.7.3 OTHER FACTORS INFLUENCING GROWTH ....................................................................................... 127
3.7.4 DEVELOPMENT AROUND THE PROJECT ........................................................................................... 127
3.7.5 RECOMMENDED GROWTH RATE FOR TRAFFIC ................................................................................ 128
3.8 THE TRAFFIC PROJECTION ................................................................................................................... 129
3.9 CAPACITY ANALYSIS ........................................................................................................................... 134
CHAPTER 4 ....................................................................................................................................... 139
GEOTECHNICAL INVESTIGATION ........................................................................................................ 139
4.1 GENERAL ............................................................................................................................................. 139
4.2 SUBGRADE INVESTIGATION ................................................................................................................. 139
4.3 FIELD CBR INVESTIGATION FOR EXISTING SUBGRADE ....................................................................... 142
4.4 EXISTING PAVEMENT COMPOSITION .................................................................................................... 143
4.5 GEOTECHNICAL INVESTIGATION .......................................................................................................... 144
4.6 AXLE LOAD SURVEY ........................................................................................................................... 146
4.7 BENKELMAN BEAM TEST .................................................................................................................... 148
CHAPTER 5 ....................................................................................................................................... 149
PAVEMENT INVESTIGATION ................................................................................................................. 149
5.1 PAVEMENT CONDITION SURVEY .......................................................................................................... 149
CHAPTER 6 ....................................................................................................................................... 160
INVENTORY SURVEY .............................................................................................................................. 160
6.1 ROAD INVENTORY APPROACH & METHODOLOGY ............................................................................... 160
6.2 MAJOR OBSERVATIONS ........................................................................................................................ 161
6.2.1 ROAD & PAVEMENT ........................................................................................................................ 161
6.2.2 LAND USE ....................................................................................................................................... 162
6.2.3 JUNCTIONS ...................................................................................................................................... 163
6.2.4 BYPASSES ....................................................................................................................................... 166
6.2.5 ROAD GEOMETRY ........................................................................................................................... 166
6.2.6 RIGHT OF WAY ............................................................................................................................... 167
6.2.7 STRUCTURES ................................................................................................................................... 171
6.2.7.1 MAJOR BRIDGES ........................................................................................................................ 172
6.2.7.2 MINOR BRIDGES......................................................................................................................... 172
6.2.7.3 PIPE CULVERTS: ......................................................................................................................... 174
6.2.7.4 SLAB/ BOX CULVERTS: .............................................................................................................. 190
CHAPTER 7 ....................................................................................................................................... 192
4
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
MATERIAL INVESTIGATION .................................................................................................................. 192
7.1 GENERAL ............................................................................................................................................. 192
7.2 STONE AGGREGATE ............................................................................................................................. 192
7.3 SOIL BORROW AREA DETAILS ............................................................................................................. 193
7.4 CEMENT & STEEL ................................................................................................................................ 195
7.5 BITUMEN ............................................................................................................................................. 195
7.6 HUME PIPE ........................................................................................................................................... 195
CHAPTER 8 ....................................................................................................................................... 196
DESIGN STANDARD ................................................................................................................................. 196
8.1 GENERAL ............................................................................................................................................. 196
8.2 TYPICAL CROSS SECTION .................................................................................................................... 196
8.3 STANDARD LANE WIDTH ..................................................................................................................... 200
8.4 DESIGN SPEED ..................................................................................................................................... 200
8.5 SHOULDERS ......................................................................................................................................... 201
8.6 EXTRA WIDENING ............................................................................................................................... 201
8.7 CAMBER/CROSS FALL ......................................................................................................................... 202
8.8 HORIZONTAL ALIGNMENT ................................................................................................................... 202
8.8.1 RADII OF HORIZONTAL CURVES ...................................................................................................... 203
8.8.2 TRANSITION CURVES ...................................................................................................................... 203
8.9 SIGHT DISTANCE ................................................................................................................................. 204
8.10 VERTICAL ALIGNMENT ................................................................................................................... 205
8.11 PAVEMENT DESIGN ......................................................................................................................... 206
8.11.1 GENERAL ................................................................................................................................... 206
8.11.2 DESIGN LIFE............................................................................................................................... 207
8.11.3 METHOD OF DESIGN OF FLEXIBLE PAVEMENT ........................................................................... 207
8.11.4 METHOD OF DESIGN RIGID PAVEMENT ...................................................................................... 207
8.11.5 DESIGN TRAFFIC ........................................................................................................................ 207
8.11.6 SUB-GRADE ................................................................................................................................ 208
8.12 PAVEMENT COMPONENTS AND MATERIALS .................................................................................... 208
8.12.1 SUB-BASE ................................................................................................................................... 208
8.12.2 BASE COURSE ............................................................................................................................ 209
8.12.3 BITUMINOUS SURFACING ........................................................................................................... 209
8.12.4 GRANULAR SHOULDERS ............................................................................................................. 209
8.13 ROADSIDE DRAINAGE...................................................................................................................... 210
8.13.1 GENERAL ................................................................................................................................... 210
8.13.2 SURFACE DRAINAGE .................................................................................................................. 210
8.14 AMENITIES ...................................................................................................................................... 211
8.14.1 GENERAL ................................................................................................................................... 211
8.15 SAFETY MEASURES ......................................................................................................................... 211
8.16 DESIGN OF STRUCTURES ................................................................................................................. 212
5
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
CHAPTER 9 ....................................................................................................................................... 214
DESIGN SUMMARY .................................................................................................................................. 214
9.1 GENERAL ............................................................................................................................................. 214
9.2 TYPICAL CROSS- SECTIONS ................................................................................................................. 214
9.3 PAVEMENT........................................................................................................................................... 227
9.3.1 FLEXIBLE PAVEMENT...................................................................................................................... 227
9.3.2 OVERLAY DESIGN ........................................................................................................................... 229
9.3.3 RIGID PAVEMENT ............................................................................................................................ 229
9.4 GEOMETRIC DESIGN ............................................................................................................................ 230
9.5 JUNCTIONS ........................................................................................................................................... 231
9.6 BUS BAYS ............................................................................................................................................ 233
9.7 ROAD MARKING SIGNAGE AND SAFETY MEASURES............................................................................ 236
9.8 STRUCTURES........................................................................................................................................ 236
CHAPTER 10 ..................................................................................................................................... 260
RIGHT OF WAY & UTILITY SHIFTING .................................................................................................. 260
10.1 RIGHT OF WAY ............................................................................................................................... 260
10.2 LAND ACQUISITION ........................................................................................................................ 264
10.3 UTILITY .......................................................................................................................................... 264
10.4 TREES ............................................................................................................................................. 265
10.5 ELECTRIC POLES, LIGHT POLES & TRANSFORMER .......................................................................... 266
CHAPTER 11 ..................................................................................................................................... 271
ENVIRONMENT IMPACT ASSESSMENT ............................................................................................... 271
11.1 GENERAL ........................................................................................................................................ 271
CHAPTER 12 ..................................................................................................................................... 272
SOCIAL IMPACT ASSESSMENT ............................................................................................................. 272
12.1 GENERAL ........................................................................................................................................ 272
CHAPTER 13 ..................................................................................................................................... 273
RATE ANALYSIS & COST ESTIMATE .................................................................................................... 273
13.1 APPROACH ...................................................................................................................................... 273
13.2 MATERIALS FOR CONSTRUCTION .................................................................................................... 273
13.3 COST ESTIMATION & ANALYSIS ..................................................................................................... 273
CHAPTER 14 ..................................................................................................................................... 278
CONCLUSION AND RECOMMENDATIONS .......................................................................................... 278
14.1 CONCLUSION & RECOMMENDATIONS ............................................................................................. 278
6
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
LIST OF TABLES
Table 0-1 : Annual Average Daily Traffic (AADT) Current ___________________________________ 14
Table 0-2 : Traffic Projection ________________________________________________________ 15
Table 0-3: Adopted Growth Rate for Traffic ______________________________________________ 16
Table 0-4: Typical Cross Section for Project Road _________________________________________ 18
Table 0-5: EIRR of (PN45 & PN46) ____________________________________________________ 23
Table 0-6: FIRR of (PN45 & PN46) ____________________________________________________ 23
Table 2-1 : Soil Strata in Project Stretch from Vita to Kokrud _________________________________ 50
Table 2-2 : Built up areas in Project Stretch from Vita to Kokrud _______________________________ 51
Table 3-1 : Homogeneous Sections of Project Road ________________________________________ 83
Table 3-2 : Traffic Survey Locations ___________________________________________________ 86
Table 3-3 : Vehicle classification system ________________________________________________ 90
Table 3-4 : Traffic Survey Schedule ____________________________________________________ 91
Table 3-5 : Hourly Variation of Traffic @ Km 18 __________________________________________ 93
Table 3-6 : Hourly Variation of Traffic @ Km 38 __________________________________________ 94
Table 3-7 : Hourly Variation of Traffic @ Km 61 __________________________________________ 95
Table 3-8 : Hourly Variation of Traffic @ Km 117 _________________________________________ 96
Table 3-9 : Average Daily Traffic (Nos) @ km 18 _________________________________________ 103
Table 3-10 : Average Daily Traffic (Nos)@ km 38 ________________________________________ 103
Table 3-11 : Average Daily Traffic (Nos) @ km 61 ________________________________________ 104
Table 3-12 : Average Daily Traffic (Nos) @ km 117 _______________________________________ 104
Table 3-13 : Zoning System considered for the study _______________________________________ 109
Table 3-14 : State wise distribution of traffic ____________________________________________ 111
Table 3-15 : Commodity wise distribution of commercial vehicle ______________________________ 112
Table 3-16 : Trip Frequency ________________________________________________________ 113
Table 3-17: Purpose of Trip ________________________________________________________ 113
Table 3-18 : Proportion of Local Traffic at Chainage 18.00 KM ______________________________ 114
Table 3-19 : Proportion of Local Traffic at Chainage 38.00 KM ______________________________ 114
Table 3-20 : Proportion of Local Traffic at Chainage 61.00 KM ______________________________ 115
Table 3-21 : Proportion of Local Traffic at Chainage 91.0 KM _______________________________ 115
Table 3-22 : Proportion of Local Traffic at Chainage 117.0 KM ______________________________ 115
Table 3-23 : Overall Proportion of Local Traffic__________________________________________ 116
Table 3-24 : Seasonal Correction Factor _______________________________________________ 117
Table 3-25 : Annual Average Daily Traffic (AADT) @ km 18 _________________________________ 117
Table 3-26 : Annual Average Daily Traffic (AADT) @ km 38 _________________________________ 118
Table 3-27 : Annual Average Daily Traffic (AADT) @ km 61 _________________________________ 118
Table 3-28 : Annual Average Daily Traffic (AADT) @ km 117 ________________________________ 119
Table 3-29 : PCU Equivalents _______________________________________________________ 119
Table 3-30 : Annual Average Daily (AADT) Traffic (in PCU) @ km 18 _________________________ 120
Table 3-31 : Annual Average Daily (AADT) Traffic (in PCU) @ km 38 _________________________ 120
Table 3-32 : Annual Average Daily (AADT) Traffic (in PCU) @ km 61 _________________________ 121
Table 3-33 : Annual Average Daily (AADT) Traffic (in PCU) @ km 117 Manjre ___________________ 121
Table 3-34 : Growth per Capita Income (PCI) Vs Car in Maharashtra __________________________ 124
Table 3-35 : Growth Population Vs Bus in Maharashtra ____________________________________ 125
Table 3-36 : Growth NSDP Vs Trucks in Maharashtra _____________________________________ 126
Table 3-37 : Summary Regression Analysis _____________________________________________ 127
7
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Table 3-38 : Adopted Growth Rate for Traffic ____________________________________________ 129
Table 3-39 : Traffic Projection at km 18 ________________________________________________ 129
Table 3-40 : Traffic Projection at km 38 ________________________________________________ 131
Table 3-41 : Traffic Projection at km 61 ________________________________________________ 132
Table 3-42 : Traffic Projection at km 117 _______________________________________________ 133
Table 3-43 : Design Service Volume for Plain Terrain______________________________________ 135
Table 3-44 : Design Service Volume for Rolling Terrain ____________________________________ 135
Table 3-45 : Design Service Volume for Mountainous Terrain ________________________________ 135
Table 4-1 : Field CBR _____________________________________________________________ 140
Table 4-2 : Field CBR _____________________________________________________________ 143
Table 4-3 : Summary Geo-Tech Investigation ____________________________________________ 145
Table 4-4 : Axle Load Survey Counts __________________________________________________ 147
Table 4-5 : VDF Factors ___________________________________________________________ 147
Table 4-6 : Benkelman Beam Deflection Values __________________________________________ 148
Table 6-1: Typical Carriageway width of the Existing Road __________________________________ 161
Table 6-2: Land use along the Corridor ________________________________________________ 162
Table 6-3: List of Major Intersections _________________________________________________ 164
Table 6-4: List of Minor Intersections _________________________________________________ 164
Table 6-5: List of Bypass ___________________________________________________________ 166
Table 6-6: ROW Details ___________________________________________________________ 168
Table 6-7: List of Major Bridges _____________________________________________________ 172
Table 6-8: List of Minor Bridges _____________________________________________________ 172
Table 7-1: Stone Crusher along Project Road ____________________________________________ 192
Table 7-2: Stone Quarry Test result ___________________________________________________ 193
Table 7-3 : Potential Borrow Areas for Soil _____________________________________________ 194
Table 7-4: Engineering properties of Borrow Area Soil _____________________________________ 194
Table 8-1: Typical Cross Section Details _______________________________________________ 198
Table 8-2: Design Speed ___________________________________________________________ 201
Table 8-3: Extra Width of Pavement and Roadway ________________________________________ 201
Table 8-4: Cross Fall (Camber) ______________________________________________________ 202
Table 8-5: Minimum Radii of Horizontal Curves __________________________________________ 203
Table 8-6: Sight Distances for Various Speed ____________________________________________ 204
Table 8-7: Recommendation Gradients ________________________________________________ 206
Table 9-1: Typical Cross section for Project Road ________________________________________ 214
Table 9-2: Cross section applicability Package PN45 (Vita to Warna Bridge) _____________________ 216
Table 9-3: Cross section applicability Package PN46 (Warna Bridge to Anuskura) _________________ 222
Table 9-4: List of junctions to be improved (Package-PN45) _________________________________ 231
Table 9-5: List of junctions to be improved (Package-PN46) _________________________________ 233
Table 9-6: Road Side Amenities (Bus bays) - Package PN45 _________________________________ 234
Table 9-7: Road Side Amenities (Bus bays) - Package PN46 _________________________________ 235
Table 9-8: List of Minor Bridge ______________________________________________________ 237
Table 9-9: List of Slab / Box Culverts __________________________________________________ 238
Table 9-10: List of Pipe Culverts _____________________________________________________ 240
Table 9-11: Additional New Culverts __________________________________________________ 258
Table 10-1: ROW Details __________________________________________________________ 260
Table 10-2: Trees of Package PN45-Girth Wise __________________________________________ 266
Table 10-3: Trees of Package PN46-Girth wise __________________________________________ 266
8
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Table 10-4: Km wise Electric Poles, Light poles, Transformer ________________________________ 267
Table 10-5: Km wise Electric Poles, Light poles, Transformer ________________________________ 268
Table 13-1: Recapitulation sheet Package PN45 __________________________________________ 274
Table 13-1: Recapitulation sheet Package PN46 __________________________________________ 274
LIST OF FIGURES
Figure 1-1 Location of Maharashtra State _______________________________________________ 25
Figure 1-2 Division of State of Maharashtra ______________________________________________ 26
Figure 2-1 Carriageway width of near Vita ______________________________________________ 42
Figure 2-2 Fair road condition between Balwadi and Kundal _________________________________ 42
Figure 2-3 Fair road condition near Km 32 after crossing Krishna River _________________________ 43
Figure 2-4 Road width inside Islampur _________________________________________________ 43
Figure 2-5 Road Carriageway in Shirala Bypass __________________________________________ 44
Figure 2-6 Strengthening of road pavement with surface dressing in km 13 ________________________ 45
Figure 2-7 Stressed Pavement near Shirala Bypass _________________________________________ 45
Figure 2-8 Straight alignment at KM 1.5 ________________________________________________ 46
Figure 2-9 Straight alignment at KM 40 _________________________________________________ 47
Figure 2-10 Poor Horizontal Geometry at km 35 __________________________________________ 47
Figure 2-11 Poor Horizontal Geometry at km 71 before Kokrud _______________________________ 48
Figure 2-12 Very Poor Vertical Geometry at Km 6.5 ________________________________________ 48
Figure 2-13 Bridge on Yerala river near Balavadi at Km 15.1 _________________________________ 52
Figure 2-14 Bridge on Krishna River near Takari at Km 31.500 _______________________________ 52
Figure 2-15 Minor Bridge at Km 12.300 ________________________________________________ 53
Figure 2-16 Masonry Culvert at Km 37.100 ______________________________________________ 53
Figure 2-17 Carriageway width of road at km 85 near Turukwadi ______________________________ 64
Figure 2-18 Road width and condition after Malkapur ______________________________________ 64
Figure 2-19 Sound pavement Condition at km 90 before Malkapur ______________________________ 65
Figure 2-20 Stressed Pavement near Manjre _____________________________________________ 66
Figure 2-21 Curve at Km 87 _________________________________________________________ 66
Figure 2-22 Sharp curve near Manjre __________________________________________________ 66
Figure 2-23 Poor Vertical Geometry at km 119____________________________________________ 67
Figure 2-24 Bridge on Kadavi river near Malkapur at Km 96.500 ______________________________ 68
Figure 2-25 Bridge on Kasari river near Anuskura at Km 124.100 ______________________________ 69
Figure 3-1 Location of Project Road in Regional Transportation Network ________________________ 81
Figure 3-2 Homogeneous Sections _____________________________________________________ 84
Figure 3-3 Traffic Survey Locations ____________________________________________________ 87
Figure 3-4 TMC at various locations ___________________________________________________ 88
Figure 3-5 OD Survey at various locations _______________________________________________ 88
Figure 3-6 Axle Load Survey in progress at various locations _________________________________ 89
Figure 3-7 CVC Survey by ATCC machine _______________________________________________ 89
Figure 3-8 BBD Survey at various locations ______________________________________________ 89
Figure 3-9 Roughness Survey by Bump integrator __________________________________________ 90
Figure 3-10 Daily Variation of Traffic at km 18 ___________________________________________ 91
Figure 3-11 Daily Variation of Traffic at km 38 ___________________________________________ 91
Figure 3-12 Daily Variation of Traffic at km 61 ___________________________________________ 92
9
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 3-13 Daily Variation of Traffic at km 117 __________________________________________ 92
Figure 3-14 Hourly Variation at Km 18 _________________________________________________ 97
Figure 3-15 Hourly Variation at Km 38 _________________________________________________ 97
Figure 3-16 Hourly Variation at Km 61 _________________________________________________ 98
Figure 3-17 Hourly Variation at Km 117 ________________________________________________ 98
Figure 3-18 Modal Split of traffic at km 18 _______________________________________________ 99
Figure 3-19 Modal Split of traffic at km 38 _______________________________________________ 99
Figure 3-20 Modal Split of traffic at km 61 ______________________________________________ 100
Figure 3-21 Modal Split of traffic at km 117 _____________________________________________ 100
Figure 3-22 Directional Distribution at km 18 ___________________________________________ 101
Figure 3-23 Directional Distribution at km 38 ___________________________________________ 101
Figure 3-24 Directional Distribution at km 61 ___________________________________________ 102
Figure 3-25 Directional Distribution at km 117 __________________________________________ 102
Figure 3-26 TMC at Vita Chowk _____________________________________________________ 105
Figure 3-27 TMC at Balwadi ________________________________________________________ 105
Figure 3-28 TMC at Kundal Phata ___________________________________________________ 106
Figure 3-29 TMC at Takari Junction __________________________________________________ 106
Figure 3-30 TMC at Peth Naka ______________________________________________________ 107
Figure 3-31 TMC at Malkapur ______________________________________________________ 107
Figure 3-32 Zoning system for OD Coding ______________________________________________ 108
Figure 3-33 Regression Analysis PCI Vs Car ____________________________________________ 124
Figure 3-34 Regression Analysis Population Vs Bus _______________________________________ 125
Figure 3-35 Regression Analysis Trucks Vs NSDP ________________________________________ 126
Figure 3-36 : Growth of GDP in India _________________________________________________ 127
Figure 3-37 Projected Traffic in PCU at km 18 (Plain) _____________________________________ 136
Figure 3-38 Projected Traffic in PCU at km 38 (Plain) _____________________________________ 137
Figure 3-39 Projected Traffic in PCU at km 61(Plain) _____________________________________ 137
Figure 3-40 Projected Traffic in PCU at km 117 __________________________________________ 138
Figure 4-1: Trial pit at km 103+000. __________________________________________________ 140
Figure 4-2: Trial pit at km 07+000. ___________________________________________________ 140
Figure 5-1: Pavement Condition at km 0+500 (Vita) _______________________________________ 149
Figure 5-2:Pavement Condition at km 4+000 ____________________________________________ 149
Figure 5-3: Pavement Condition at km 5+500 ___________________________________________ 150
Figure 5-4: Pavement Condition at km 8+000 ___________________________________________ 150
Figure 5-5: Pavement Condition at km 11+000 (Alsund village) ______________________________ 150
Figure 5-6: Pavement Condition at km 11+500 __________________________________________ 150
Figure 5-7: Pavement Condition at km 13+500 __________________________________________ 150
Figure 5-8: Pavement Condition at km 16+100 (Balavadi village) _____________________________ 150
Figure 5-9: Pavement Condition at km 18+000 __________________________________________ 151
Figure 5-10: Pavement Condition at km 22+100 __________________________________________ 151
Figure 5-11: Pavement Condition at km 31+500 __________________________________________ 151
Figure 5-12: Pavement Condition at km 34+800 __________________________________________ 151
Figure 5-13: Pavement Condition at km 36+000 (Borgaon) __________________________________ 152
Figure 5-14: Pavement Condition at km 37+800 __________________________________________ 152
Figure 5-15: Pavement Condition at km 38+000 __________________________________________ 152
Figure 5-16: Pavement Condition at km 40+200 __________________________________________ 152
Figure 5-17: Pavement Condition at km 41+500 (Islampur) _________________________________ 152
10
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 5-18: Pavement Condition at km 44+000 (Islampur) _________________________________ 152
Figure 5-19: Pavement Condition at km 49+100 __________________________________________ 153
Figure 5-20: Pavement Condition at km 53+000 (Retre Dharan) ______________________________ 153
Figure 5-21: Pavement Condition at km 56+600 __________________________________________ 153
Figure 5-22: Pavement Condition at km 59+000 (Red) _____________________________________ 153
Figure 5-23: Pavement Condition at km 64+000 __________________________________________ 153
Figure 5-24: Pavement Condition at km 69+000 __________________________________________ 153
Figure 5-25: Pavement Condition at km 71+500 __________________________________________ 154
Figure 5-26: Pavement Condition at km 72+000 __________________________________________ 154
Figure 5-27: Pavement Condition at km 71+300 __________________________________________ 154
Figure 5-28: Pavement Condition at km 71+500 __________________________________________ 154
Figure 5-29: Pavement Condition at km 74+000 (Rile) _____________________________________ 154
Figure 5-30: Pavement Condition at km 80+000 __________________________________________ 154
Figure 5-31: Pavement Condition at km 82+500 __________________________________________ 155
Figure 5-32: Pavement Condition at km 83+100 __________________________________________ 155
Figure 5-33: Pavement Condition at km 85+000 (Turukwadi) ________________________________ 155
Figure 5-34: Pavement Condition at km 88+800 __________________________________________ 155
Figure 5-35: Pavement Condition at km 94+700 __________________________________________ 155
Figure 5-36: Pavement Condition at km 98+000 (Malkapur) _________________________________ 155
Figure 5-37: Pavement Condition at km 100+500 _________________________________________ 156
Figure 5-38: Pavement Condition at km 102+000 _________________________________________ 156
Figure 5-39: Pavement Condition at km 107+000 _________________________________________ 156
Figure 5-40: Pavement Condition at km 110+000 _________________________________________ 156
Figure 5-41: Pavement Condition at km 111+000 _________________________________________ 156
Figure 5-42: Pavement Condition at km 119+600 _________________________________________ 156
Figure 5-43: Pavement Condition at km 119+700 _________________________________________ 157
Figure 5-44: Pavement Condition at km 120+400 _________________________________________ 157
Figure 5-45: Pavement Condition at km 121+000 _________________________________________ 157
Figure 5-46: Pavement Condition at km 122+000 _________________________________________ 157
Figure 5-47: Pavement Condition at km 122+100 _________________________________________ 157
Figure 5-48: Pavement Condition at km 124+000 _________________________________________ 157
Figure 5-49: Pavement Condition at km 129+000 _________________________________________ 158
Figure 5-50: Pavement Condition at km 133+400 _________________________________________ 158
Figure 5-51: Pavement Distresses (Cracking)-PKG PN45 ___________________________________ 158
Figure 5-52: Pavement Distresses (Cracking)-PKG PN46 ___________________________________ 159
Figure 6-1: Straight alignment at km 40+000 ____________________________________________ 167
Figure 6-2: Poor Horizontal Geometry at km 35+000 ______________________________________ 167
Figure 9-1: Flexible Pavement Layers for Section Vita - Kokrud ______________________________ 228
Figure 9-2: Flexible Pavement Layers for Section Kokrud-Anuskura ___________________________ 229
Figure 9-3: Rigid Pavement-Layers ___________________________________________________ 230
Figure 10-1: Details of underground water pipe line in village Alsand __________________________ 265
Figure 13-1: Distribution of Summary of Cost of PN45 _____________________________________ 276
Figure 13-2: Distribution of Summary of Cost of PN46 _____________________________________ 277
11
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
LIST OF ANNEXURES
Annexure 2.1 : Soil Strata Plan
Annexure 2.2 : Pavement Condition Plan
Annexure 4.1 : Existing Crust thickness
Annexure 5.1 : Pavement Condition inventory
Annexure 8.1 : Typical Cross sections
12
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
ABBREVIATIONS
AADT - Annual Average Daily Traffic NHAI - National Highway Authority of India
BOT - Build Operate Transfer NHDP - National Highways Development Project
MDD - Maximum Dry Density NH - National Highway
CTV - Classified traffic volume CBR - California Bearing Ration
PCU - Passenger Car Unit VDF - Vehicle Damaging Factor
EME - Earth Moving Equipment PCI - Per Capita Income
GDP - Gross Domestic Product ROW - Right of Way
PQC - Pavement Quality Concrete PSC - Pre-stressed Concrete
DLC - Dry Lean Concrete RCC - Reinforced cement concrete
HCV - Heavy Commercial Vehicle RHS - Right Hand Side
HTMS - Highway Traffic Management System
SH - State Highway
IRC - Indian Road Congress TP - Toll Plaza
IRR - Internal Rate of Return OMC - Optimum Moisture Content
LCV - Light Commercial Vehicle CRZ - Coastal Regulation Zone
LHS - Left Hand Side BEIPL - Building Environment India Pvt. Ltd.
LGV - Light Goods Vehicle MOEF
CC -
Ministry of Environment, Forest and Climate Change
MAV - Multi Axle Vehicle NABET - National Accreditation Board for Education and Training.
NBWL - National Board of Wildlife ESZ - Eco Sensitive Zone
PWD - Public Works Department
13
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
CHAPTER 0
EXECUTIVE SUMMARY
A. Project Appreciation
In a bid to further strengthen the existing road transport network in various parts of
state, the Maharashtra government has decided to upgrade roads stretching up to
10,000 kilometers in the state in the next two years, adopting for the first time, a
‘hybrid annuity’ model along the lines of the Union government policy. State Public
Works Department (PWD) will be implementing these projects. The work of
providing consultancy services for preparation of Detailed Project Report (DPR) for
widening/ strengthening / Raising including design of bridges / CD works of above
roads was awarded to M/s. GMD Consultants after due tendering process vide letter
to proceed dated 10th March 2017. This report covers part of Detail Project Report of
“Vita- Peth- Malkapur- Anuskura- Satavali- Pavas SH-150(section District
Border to Anuskura District Border) A. Km 0/000 To Km 83/700 District-
Sangli) & B. Km 83/700 to Km 133/400 Dist.- Kolhapur” Project road is about
120.4 km in length.
Project road falls in two districts of Maharashtra namely Kolhapur and Sangli. Sangli
District is in the western part of Maharashtra. It is known as the sugar bowl of India
due to its high sugarcane productivity, Sangli District is one of the most fertile and
highly developed districts in Maharashtra. Kolhapur is an inland city located in
south-west Maharashtra state. Kolhapur is a historical place and rightly known as
historical capital of Maharashtra. The city has a textile manufacturing sector,
particularly known for the Kolhapuri chappal, a hand-crafted buffalo leather slipper
that is locally tanned using vegetable dyes.
Project area receives varying rainfall in various parts. The climate ranges from the
rainiest in the Chandoli (Shirala) region, which has an average annual rainfall over
4000 mm to the driest in Atpadi and Jat tehsils where the average annual rainfall is
about 500 mm.
Climatic condition in Kolhapur district differs from region to region. It is generally
cool in western hilly regions but one move towards east the weather becomes hot and
dry. The western hilly range of Sahyadri receives heavy rainfall as compared to east
and central part of district
14
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Terrain of project area is of mixed type. From Vita to Warna bridge after Kokrud the
terrain is plain & rolling while as from Warna Bridge to Anuskura it is hilly.
B. Project Road Features
Project road has varying cross section width and poor pavement at most of the
locations. It also has poor geometrics in most part of alignment. There are some
isolated stretches where condition of road is better.
There are number of villages on project road alignment. Water logging due to non-
functional drain is common feature.
C. Traffic Survey and Carriageway Proposal
Classified Traffic Volume, Origin – Destination (OD), Turning Movement Survey,
Axle Load Survey were conducted on project road at various locations. The traffic on
project road was then forecasted on horizon years based on growth rates worked as
per IRC:108-2015. Following table provides summary results of important traffic
survey.
Traffic data was analysed as per IRC codes and seasonal correction factor was
applied to arrive at Annual Average Daily Traffic (AADT). Following are the
summary traffic figure in Year 2016.
Table 0-1 : Annual Average Daily Traffic (AADT) Current
Location/ Vehicle Type
18 km 38 km 61 km 117 km
AADT (No)
AADT (PCU)
AADT (No)
AADT (PCU)
AADT (No)
AADT (PCU)
AADT (No)
AADT (PCU)
Two-Wheeler 3055 1528 5699 2850 4135 2068 313 157
Three-Wheeler 47 47 32 32 28 28 2 2
Cars/Vans/ Jeeps 1224 1224 1655 1655 1057 1057 46 46
S.T. Bus 66 197 46 139 45 134 2 6
Buses 50 151 36 109 30 89 12 36
LCV 275 413 368 552 719 1078 132 198
2 Axle 108 324 102 305 208 625 127 381
3Axle Trucks 19 56 44 131 51 154 3 10
4-6 trucks, HCM, EME, MAV 13 58 110 497 116 520 33 147
Tractor 16 25 101 151 38 57 2 3
Tractors with Trailer 39 176 99 445 46 208 2 8
The projected AADT (No.) in terms of vehicles and PCU are presented in Table below.
15
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Table 0-2 : Traffic Projection
Location /Year
18 km 38 km 61 km 117 km
AADT (No.)
AADT
(PCU) AADT
(No.) AADT
(PCU) AADT
(No.) AADT
(PCU) AADT
(No.) AADT
(PCU)
2017 4917 4206 8292 6865 6473 6019 836 1356
2018 5170 4437 8695 7218 6793 6341 901 1453
2019 5437 4682 9121 7592 7130 6683 971 1556
2020 5719 4942 9569 7988 7486 7044 1046 1667
2021 5962 5172 9949 8335 7786 7359 1122 1778
2022 6216 5413 10347 8698 8101 7690 1203 1896
2023 6482 5667 10763 9081 8430 8038 1291 2023
2024 6762 5935 11199 9483 8775 8403 1385 2158
2025 7057 6217 11656 9906 9136 8786 1487 2302
2026 7296 6455 12020 10259 9423 9104 1588 2445
2027 7545 6703 12399 10627 9722 9436 1697 2597
2028 7805 6963 12793 11012 10032 9781 1814 2759
2029 8077 7235 13203 11413 10355 10141 1939 2931
2030 8360 7519 13631 11832 10691 10517 2072 3114
2031 8574 7744 13942 12159 10935 10806 2205 3293
2032 8795 7978 14264 12498 11186 11106 2347 3483
2033 9024 8221 14598 12850 11447 11416 2498 3684
2034 9263 8473 14945 13215 11716 11737 2659 3898
2035 9511 8735 15304 13595 11995 12070 2831 4124
2036 9674 8923 15525 13859 12165 12297 3000 4343
2037 9842 9118 15755 14133 12340 12530 3180 4574
2038 10017 9318 15993 14416 12521 12771 3371 4818
2039 10199 9526 16239 14708 12708 13018 3574 5076
2040 10387 9741 16495 15010 12902 13273 3789 5348
2041 10553 9925 16558 15096 12955 13355 1374 2247
2042 10724 10116 16621 15182 13008 13436 1382 2263
2043 10901 10312 16685 15269 13062 13519 1389 2279
16
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Location /Year
18 km 38 km 61 km 117 km
AADT (No.)
AADT
(PCU) AADT
(No.) AADT
(PCU) AADT
(No.) AADT
(PCU) AADT
(No.) AADT
(PCU)
2044 11083 10514 16750 15356 13117 13602 1396 2295
2045 11271 10722 16815 15445 13172 13686 1404 2312
2046 11465 10936 16880 15534 13227 13770 1411 2329
2047 11666 11157 16946 15624 13283 13855 1418 2345
Table 0-3: Adopted Growth Rate for Traffic
Year/ Vehicle Type Up to
2020 2020-25 2025-30 2030-35 2035-40 2040-45
CAR 7.9% 7.4% 6.9% 6.4% 5.9% 5.4%
Mini Bus / LCV 5.3% 4.8% 4.3% 3.8% 3.3% 2.8%
Truck / Bus 5.3% 4.8% 4.3% 3.8% 3.3% 2.8%
Multi Axle 5.9% 5.4% 4.9% 4.4% 3.9% 3.4%
Oversized Vehicles 5.9% 5.4% 4.9% 4.4% 3.9% 3.4%
The above overall growth rates are recommended for each category of vehicle.
Based on projected traffic during design life of road and recommended design service
volume it is proposed that project road may be widened to two lanes with paved
shoulder
D. Soil & Geotechnical Investigation
In order to assess soil property of subgrade and bearing capacity of soil for structure
soil investigation and bore holes investigation was done as per TOR. Following tests
were conducted in this regard.
• Trial Pits along road at every change of soil type
• Soil Test on existing subgrade materials obtained from Trial Pits
• Field CBR along Project Road at trial pits
• Boring and SPT testing and structure locations
• Test on stone aggregate from quarry sources
• Test of soils from probable borrow areas
17
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
On an average value of CBR of existing subgrade is 10%.
Existing pavement has varying thickness of crust. Asphalt varies between 30 mm to
60 mm, GSB/WBM varies between 200 mm to 360mm.
Average safe Bearing capacity of foundation of structure was found to be 20 T/ M2
to 60 T/ M2 at 2m to 3.5m depth.
E. Pavement Investigations & Road Inventory
Detailed pavement investigation was carried out on project road. It was done by
dividing the entire road into small sections of 500m.
The overall condition of the pavement throughout the project corridor is fair / poor
except few places where pavement is more regular in isolated patches. Cracking,
raveling, pothole is commonly observed. Some stretches are completely worn-out.
Condition of pavement is particularly bad inside villages. It is observed that
pavement failure has not occured anywhere in stretch.
At most of the places there are no defined shoulders on either side of road. Level of
existing road is flushing with surrounding field level at majority of places. Land use
is agriculture on both sides. Project road passes through 26 major village / habitation.
Condition of road drainage is poor inside villages.
There are 66 junctions which require improvement.
Available ROW records were not available in PWD office. Cdasatal maps were
obtained from office of TLR Pune. The same was superimposed on project road
alignment. Details given in respective chapter.
There are total 93 existing culverts in package 45 and 142 in package 46.
F. Materials Investigation
Soil, Stone, Bitumen, Steel, Cement are the main materials which will be required
during project execution. Material survey and investigation was done for availability
and quality of natural occurring materials like soil and stone.
There are number of stone quarries available around project road. Following are
major ones
• Vita Village
• Kameri village
18
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
• Retaredharan & Red village and
• Rile & Turukwadi village
All quarries are at small distance to project site. Stone samples were tested for its
properties and it was found that stone from quarries qualifies for road construction. It
has AIV value less than 20 which represent a sound and tough stone. Water
absorption was also found to be less than 2%.
Samples were taken from selected borrow areas along project road. It was observed
that good quality soil is available along project road 0.5 to 2 km distance from project
road. CBR value of these samples was found to be in range of 10% to 18%
F. Design Standards
Two lane and four lane cross sections are designed for project road. Following table
provides summary of cross section elements.
Table 0-4: Typical Cross Section for Project Road
Sr
No
Road
Section
Type
Carriageway
(m)
Paved
Shoulder Shyness
Earthen
Shoulder
(m)
Total
Formation Drain Remarks
1 1A 7.0 3
2.0 12.0 Drain
Trench
Reconstruction
in Black Cotton
Soil
2 1B 7.0 3
2.0 12.0 Drain
Trench
Widening and
strengthening -
(Open Country)
3 1C 7.0 3
2.0 12.0 Drain
Trench
Reconstruction -
(Open Country)
4 1D 7.0 3
10.0 L-Drain
Reconstruction
in Hill cutting
with L-Drain
From 71.080 to
72.850
5 2A 5.5
2.0 7.5 Drain
Trench
Strengthening -
(Forest Area) If
Existing CW
Width >=5.5m
6 2B 5.5
2.0 7.5 Drain
Trench
Widening &
Strengthening -
(Forest Area) If
Ex CW Width
19
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr
No
Road
Section
Type
Carriageway
(m)
Paved
Shoulder Shyness
Earthen
Shoulder
(m)
Total
Formation Drain Remarks
<5.5m
7 2C 5.5
2.0 7.5 Drain
Trench
Reconstruction -
(Forest Area)
8 3A 16.9
16.9 1.75
Strengthening
Built-Up Area
Islampur (CH.
42.150 to
44.141) Concrete
One Side New
Drain .Varies CW
9 3B 7.0
7.0 3.5
Reconstruction
Built-Up Area -
With New Drain
Concrete
10 3C 7.0
7.0 Use
Existing
Reconstruction
Built-Up Area -
With Existing
Drain Concrete
11 3D 13
13.0 Use
Existing
Widening and
Strengthening BT
Sugar factory
Area Islampur
12 3E 7.0
7.0 3.5
Reconstruction
Built-Up Area -
BT with New
covered Drain
13 3F 7.0
7.0 3
Reconstruction
Built-Up Area -
BT with New
perforated Drain
14 3G 7.0
7.0 Use
Existing
Reconstruction
Built-Up Area -
With Existing
Drain BT
15 4A 7.0
2 9.0 Drain
Trench
Reconstruction
Without
Parapet/RW
Both Side Valley
20
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr
No
Road
Section
Type
Carriageway
(m)
Paved
Shoulder Shyness
Earthen
Shoulder
(m)
Total
Formation Drain Remarks
16 4B 7.0
2 9.0 Drain
Trench
Widening and
stregthening
Without
Parapet/RW
Both Side Valley
17 4C 7.0
0.5 1 8.5 Drain
Trench
Reconstruction
Without
Parapet/RW One
Side Hill One side
Valley
18 4D 7.0
0.5 1 8.5 Drain
Trench
Widening and
stregthening-
Without
Parapet/RW One
Side Hill One side
Valley
Asphalt pavement is proposed for project road. Concrete pavement is proposed at
major village locations. Other parameters like design speed, curve radius, vertical
gradient have been adopted as per IRC codes and standards.
G. Design Provisions
1. Flexible Pavement
2. Package -45: From Vita to Warna River Bridge
1. Design Life – 15 Years
2. Traffic MSA – 10 MSA
3. CBR of soil - 10%
4. Carriageway - Two Lane Undivided
Values of lane distribution factors and Vehicle Damaging factor are taken as per IRC
an as analysed.
Summary of design flexible pavement is given as under
• Subgrade – 500 mm (CBR 10 % Min)
• Granular Sub Base (GSB) – 200 mm (Grading -V)
• Wet Mix Macadam (WMM) – 250 mm
21
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
• Dense Bituminous Macadam (DBM) – 60 mm
• Bituminous Concrete (BC) – 40 mm
Package -46: From Warna River Bridge to Anuskura
1. Design Life – 15 Years
2. Traffic MSA – 10 MSA
3. CBR of soil - 10%
4. Carriageway - Two Lane Undivided
Values of lane distribution factors and Vehicle Damaging factor are taken as per IRC
an as analyzed.
Summary of design flexible pavement is given as under
• Subgrade – 500 mm (CBR 10 % Min)
• Granular Sub Base (GSB) – 200 mm (Grading -V)
• Wet Mix Macadam (WMM) – 250 mm
• Dense Bituminous Macadam (DBM) – 50 mm
• Bituminous Concrete (BC) – 40 mm
Overlay Design
Following is the overlay design for both stretchs
a) From Vita to Kokrud – 60mm DBM+40mm BC+ profile correction in BM
b) From Kokrud to Anuskura – 50mm DBM+40mm BC+ profile correction in BM
2. Rigid Pavement
Concrete pavement is proposed in village portions. Following is the summary of
concrete pavement in villages.
• Subgrade – 500 mm (CBR 10 % Min)
• Granular Sub Base (GSB) – 200 mm (Grading -V)
• Dry Lean Concrete (DLC) – 100 mm
• Pavement Quality Concrete (PQC) – 250 mm
22
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
3. Junctions
Total 65 junctions are proposed for improvement. There is no grade separator
proposed.
4. Bus Bays
Bus bays are proposed at 49 locations.
5. Structures
There are 357 cross drainage structures proposed. Existing culverts, which are
deficient, are proposed to be reconstructed as these are non-functional. Summary of
proposed structures is given as under
• Existing Culverts Retained- 181 Nos
• Widening of existing culverts – 49 Nos
• Reconstruction of existing culverts – 17 Nos
• New culverts Proposed – 110 Nos
H. Land Acquisition
PWD has provided a disjointed Cadastral map of villages which is joined and
superimposed on project road alignment. As such existing center line is followed,
hence land acquisition is not expected in project. Available ROW details as per this
map are provided in respective chapter.
I. Utilities
During preliminary assessment and proposal additional land acquisition is not
envisaged. There are water pipe line and OFC cable running along project road in
few stretches. On preliminary analysis, it is observed that major utility shifting would
not be required for project. There are some BSNL OFC cables and village water
pipelines. Authorities have been contacted in this regard. A LS provision for shifting
of utilities is taken in estimate.
J. BOQ & Estimates
Rates have been taken from e-DSR of Maharashtra issue by PWD. A detailed BOQ is
prepared and item wise measurement is shown in separate volume. Total Cost of
project is estimated for PN45 is Rs. 190.37 Cr & PN46 is Rs. 91.50 Cr. This
23
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
includes provisions of utility shifting, deforestation, Contingency, DPR and other
Costs.
K. EIRR & FIRR
Economical and Financial Analysis of project was done as per IRC: SP-30-2009 and
standard model at Feasibility stage. Internal Rate of Return was adopted the basis of
analysis. Following table provides summary of EIRR and FIRR for both packages.
Table 0-5: EIRR of (PN45 & PN46)
Package EIRR
(PN45 & PN46)
23.6%
Table 0-6: FIRR of (PN45 & PN46)
Package Equity IRR Project IRR
(PN45 & PN46)
2.80% 1.68%
L. CONCLUSION & RECOMMENDATIONS
Since project is not viable in toll basis, it is recommended that project may be taken on
Hybrid Annuity Model.
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PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
CHAPTER 1
INTRODUCTION
1.1 Background
India is one of the fastest growing developing nations in the world. India’s economy
has grown manifolds in the recent past and likely to grow further as per the present
trends registered in the past couple of years. Increase in the economy has led to
increase of demand of better transportation network in terms of capacity and quality.
Government of India (GOI) has launched several mega transportation connectivity
projects and formed National Highway Authority of India (NHAI) to implement
highway improvement program. National Highway Development Program (NHDP)
covers about 50000 km of national highway length. Golden Quadrilateral Project has
connected Delhi, Mumbai, Kolkata and Chennai, four metro cities of India with four
lane highway comprising of about 5900 km length. North- South and South- West
connectivity projects aims at providing fasted connectivity across India in North –
South and East – West direction from Kashmir to Kanyakumari and Gujarat to
Assam. This around improvement in transportation network gave impetus to
economic development. This has further underlined the requirement of connecting all
parts of states to major growth centres.
1.2 Maharashtra at a Glance
Maharashtra occupies the western and central part of the country and has a long
coastline stretching 840 kilometers along the Arabian Sea. One of the more
prominent physical features of Maharashtra is the Deccan plateau, which is separated
from the Konkan coastline by 'Ghats'. The Ghats are a succession of steep hills,
periodically bisected by narrow roads. Most of the famous hill stations of the state
are at the Ghats. The Western Ghats (or the Sahyadri Mountain range) provide a
physical backbone to the state on the west, while the Satpura Hills along the north
and Bhamragad - Chiroli - Gaikhuri ranges on the east serve as its natural borders.
The state is surrounded by Gujarat to the north west, Madhya Pradesh to the north,
Chhattisgarh to the east, Telangana to the south east, Karnataka to the south and Goa
to the south west.
Maharashtra is the third largest state by area in India. The Western Ghats better
known as Sahyadri, are a hilly range running parallel to the coast, at an average
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PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
elevation of 1,200 meters (4,000 ft.) Kalsubai, a peak in the Sahyadri, near Nashik
city is the highest elevated point in Maharashtra. To the west of these hills lie the
Konkan coastal plains, 50–80 kilometers in width. To the east of the Ghats lies the
flat Deccan Plateau. Forests comprise 17% of the total area of the state. A majority of
the forests are in the eastern and Sahyadri regions of the state. The main rivers of the
state are Krishna, Bhima, Godavari, Tapi-Purna and Wardha-Wainganga. Since the
central part of the state receives low rainfall, most of the rivers in the region have
multiple dams. Maharashtra has around 1821 notable large dams.
Maharashtra, a state in the western region of India, is India's second-most populous
state and third-largest state by area. It is also the world's second-most populous sub-
national entity. It has over 112 million inhabitants and its capital, Mumbai, has a
population of approximately 18 million. Nagpur is Maharashtra's second capital as
well as its winter capital. Maharashtra's business opportunities along with its
potential to offer a higher standard of living attract migrants from all over India.
Figure 1-1 Location of Maharashtra State
MAHARASHTRA
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PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Geographically, historically, and according to political sentiments, Maharashtra has
five main regions:
• Vidarbha - (Nagpur and Amravati divisions) - (Old Berar Region)
• Marathwada - (Aurangabad Division)
• Khandesh and Northern Maharashtra Region - (Nashik Division)
• Konkan - (Konkan Division)
• Paschim Maharashtra Region - (Pune Division)
Figure 1-2 Division of State of Maharashtra
Maharashtra is the wealthiest and one of the most developed states in India,
contributing 25% of the country's industrial output and 23.2% of its GDP (2010–11).
As of 2011, the state had a per capita income of ₹1.0035 lakh (US$1,500), more than
the national average of ₹0.73 lakh (US$1,100). Its GDP per capita crossed the ₹1.20
lakh (US$1,800) threshold for the first time in 2013, making it one of the richest
states in India. However, as of 2014, the GDP per capita reduced to ₹1.03 lakh
(US$1,500). Agriculture and industries are the largest parts of the state's economy.
Major industries include chemical products, electrical and non-electrical machinery,
textiles, petroleum and allied products
The major rivers of the state are Godavari, and Krishna. The Narmada and Tapti
Rivers flow near the border between Maharashtra and Madhya Pradesh and Gujarat.
Maharashtra is the second most urbanised state in India. The state has several popular
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PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Hindu places of pilgrimage including Pandharpur, Dehu and Alandi. Other places
that attract pilgrims from other parts of India and beyond include Hazur Sahib
Gurdwara at Nanded, Sai Baba shrine at Shirdi and Deekshabhoomi at Nagpur.
It is the wealthiest and one of the most developed states in India. Agriculture and
industries are the largest parts of the state's economy.
The economy of Maharashtra is driven by manufacturing, international trade, Mass
Media (television, motion pictures, video games, recorded music), aerospace,
technology, petroleum, fashion, apparel, and tourism. Maharashtra is the most
industrialised state and has maintained the leading position in the industrial sector in
India. The State is pioneer in small scale industries. Mumbai, the capital of state and
the financial capital of India, houses the headquarters of most of the major corporate
and financial institutions. India's main stock exchanges and capital market and
commodity exchanges are in Mumbai. The State continues to attract industrial
investments from domestic as well as foreign institutions. Maharashtra has the largest
proportion of taxpayers in India and its share markets transact almost 70 per cent of
the country's stocks.
Agriculture
Agriculture is the mainstay of the state of Maharashtra. It is the main occupation of
the people. Both food crops and cash crops are grown in the state. The main food
crops of Maharashtra are mangoes, grapes, bananas, oranges, wheat, rice, jowar, bajra,
and pulses. Cash crops include groundnut, cotton, sugarcane, turmeric, and tobacco.
The total irrigated area which has been used for crop cultivation is 33, 500 square
kilometers. Large areas of the state have been brought under fruit cultivation.
Industry
Maharashtra has had a long History in textiles with Mumbai being the original home
of India's textile mills. Solapur, Ichalkaranji, Malegaon and Bhiwandi are some of the
cities known for textile industry today. Sugar industry has made considerable
progress especially in the co-operative sector. Pharmaceuticals, petrochemicals,
heavy chemicals, electronics, automobiles, engineering, food processing, and plastics
are some of the major industries in the state. The six important industries in the state
are cotton textiles, chemicals, machinery, electrical, transport and metallurgy.
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PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Maharashtra is renowned for the production of three-wheelers, jeeps, commercial
vehicles and cars, synthetic fibers, cold rolled products and industrial alcohol. Small
scale industries have also come up in a big way in the state.
1.3 Project Districts:
The Project Road from Vita to Anuskura via Kundal, Islampur, Shirala, Kokrud.
Malkapur and Manjare falls in two districts of Maharashtra namely districts of Sangli
and Kolhapur.
Sangli
Sangli District is in the western part of Maharashtra. It is bounded
by Satara and Solapur districts to the north, Bijapur District (Karnataka) to the
east, Kolhapur and Belgaum (Karnataka) districts to the south, and Ratnagiri
District to the west. It is situated in the river basins of the Warana and Krishna rivers.
Other small rivers, such as the Warana and the Panchganga, flow into the River
Krishna.
Location of Sangli in Maharashtra state is depicted in following figure.
Figure 1-3 Location of District of Sangli, Maharashtra
Land in the region is suitable for agriculture. Sangli and Miraj are the largest cities.
The industrial town of Kirloskarwadi is also located in the Sangli District. It is
known as the sugar bowl of India due to its high sugarcane productivity, Sangli
District is one of the most fertile and highly developed districts in Maharashtra. The
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PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
District is very popular as a political power house in the state. Kundal is a pilgrimage
center for the Digambara Jains, with thousands of Jains visiting each year.
According to the 2011 census Sangli District has a population of
2,820,575. Its population growth rate over the decade 2001–2011 was 9.18%.
Marathi is the main language, Kannada is also spoken widely and understood.
Kolhapur
Kolhapur is an inland city located in south-west Maharashtra state, 228 km south
of Pune, 615 km north-west of Bengaluru and 530 km west of Hyderabad. Within
Maharashtra, Kolhapur's nearest cities and towns are
Ichalkaranji (27 km), Kagal (21 km), Sangli (49 km), Satara (115 km)
and Miraj (50 km), Gadhinglaj (90 km). Kolhapur has an elevation of 569 meters
(1867 ft.). It lies in the Sahyadri mountains in the Western Ghats. Chandgad is the
coolest place in the Kolhapur district (citation needed). Tambraparni river dam is the
spectacular place near Umgaon village.
Kolhapur is a historical place and rightly known as historical capital of Maharashtra.
Kolhapur was previously ruled by Bhosale Chatrapati (Bhosale Royal Clan) of
Maratha Empire.
The city has a textile manufacturing sector, particularly known for the Kolhapuri
chappal, a hand-crafted buffalo leather slipper that is locally tanned using vegetable
dyes. Other handicrafts include: hand block printing of textiles; silver, bead and paste
jewellery crafting; pottery; wood carving and lacquerware; brass sheet work and
oxidized silver artwork; and lace and embroidery making.
Kolhapur is also an industrial city with approximately 300 foundries producing
exports with a value of 15 billion rupees per year. A manufacturing plant of Kirloskar
Oil Engines [KOEL] is set up in 5 star MIDC at Kagal near Kolhapur, besides this
Raymond clothes plant is also located in the same industrial area. Besides this
Kolhapur has two more industrial areas wiz. Gokul-Shirgaon MIDC, Shiroli MIDC
& Udyamnagar is an industrial area in the city.
Tourism is another source of revenue with about three million visitors to the city per
year.
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PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 1-4 Location of District of Kolhapur, Maharashtra
In 1929, the Maharashtra Film Company was established in Kolhapur by Baburao
Painter. The city has become the primary center for the Marathi film industry.
Kolhapur plays host to many film festivals, including the Kolhapur International
Film Festival. In 2012, the chief minister of Maharashtra announced a new film city
at Kolhapur.
Major occupation:
The major sources of occupation here in Sangli and Kolhapur District are mainly
Agriculture. Apart from agriculture some other medium-scale and small-scale
industries are providing employment to the people of the district. Sangli is major
trading centre for turmeric. Due to huge production of turmeric and grapes Sangli is
also known as Turmeric city and Grape city. Most of the land here is used for
cultivation. So, in villages the main source of income is Agriculture.
There are also administrative jobs in the District which include jobs in Govt.
departments and Semi-Govt. departments. The city particularly known for the
Kolhapuri chappal, a hand-crafted buffalo leather slipper that is locally tanned using
vegetable dyes. Kolhapuri slippers are sold in Mahadwar road. Mahalakshmi Temple
in Kolhapur is one of the most famous and popular religious tourism centre. This
attracts large number of pilgrims to Kolhapur regularly.
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PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Administrative set up
Maharashtra consists of six administrative divisions
• Amravati
• Aurangabad
• Konkan
• Nagpur
• Nashik
• Pune
The state's six divisions are further divided into 36 districts, 109 sub-divisions and
357 talukas.
Each district is governed by a district collector or district magistrate, appointed either
by the Indian Administrative Service or the Maharashtra Civil Service. Districts are
subdivided into sub-divisions, (Taluka) governed by sub-divisional magistrates, and
again into blocks. A block consists of panchayats (village councils) and town
municipalities. Talukas are intermediate level panchayat between the Zilla Parishad
(district councils) at the district level and gram panchayat (village councils) at the
lower level.
Location of project road in state, region and district context is depicted below.
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PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 1-5 Location of Project road in Maharshtra State Context
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PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 1-5 Location of Project road in Region
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PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 1-5 Location of Project road in District
Project alignement with major locations enroute with topographical background is
given as under.
Figure 1-5 Location of Project road with geographic features
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PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
1.4 Objective of the Study
The Govt. of Maharashtra (GoM) through its creation of Public Works Division
(PWD) is contemplating to enhance the traffic capacity and safety for efficient
transhipment of goods as well as passenger traffic on some of the selected stretches/
corridors of State Highways and some other important local roads. These roads have
been selected by PWD on the basis of importance of road to transportation network
and strategic usage of connectivity. Basic object of this study can be listed as under.
The main objective of the consultancy service is to establish the technical,
economical, and financial viability of the project and prepare Feasibility and
Preparation of Detailed Project Report for Rehabilitation and upgradation of
existing road to two lane with or without paved shoulders (as may be applicable)
or higher configuration
To prepare an implementable, environment friendly and socially acceptable detail
project report for construction of selected project roads. In addition to above
following can be the targets to achieve as outcome study
• Enhancement in road safety of road users and stakeholders
• Improved efficiency of usage of highway in terms of riding quality, speed,
safety etc.
• Proper access and connectivity for local population
• Improved amenities along project road
• Minimal local impact on local population during construction
• Maximum usage of existing local materials
1.5 Scope of Services
The broad scope of work to carryout above study can be listed as under
i. Preparing improvement proposal for road stretch as per RFP. 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, except for locations having
inadequate width and where provisions of short bypasses, service roads,
alignment corrections, improvement of Intersections a r e considered
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PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
necessary and practicable and cost effective.
ii. Selecting locations of toll plaza and way side amenities and designing of same.
iii. All ready to implement “Good for Construction” drawings shall be prepared
Environmental Impact Assessment and Environmental Management Plan shall be
carried out by the Consultant meeting the requirements of the Government of
India or lending agencies like ADB/ World Bank/ JBIC etc.
Obtaining “NOC” from ministry of Environment and Forest.
General scope of assignment is listed as under as per TOR.
I. Review of all available reports and published information about project Highway
and the project influence area.
II. Environmental and social impact assessment, including such as related to
cultural properties, natural habitats, involuntary resettlement etc.
III. Public consultation, including consultation with Communities located along the
road, NGOs working in the area, other stake-holders and relevant Govt.
departments at all the different stages of assignment (such as inception stage,
feasibility stage, preliminary design stage and once final designs are
concretized)
IV. Detailed reconnaissance;
V. Identification of possible improvements in the existing alignment
VI. Traffic studies including traffic surveys and Axle load survey and demand
forecasting for next thirty years; detailed traffic study along all the arms of
the intersection including OD survey, traffic pattern during the peak hours,
detailed traffic and axle load survey, demand forecasting for next 10, 20, 30
years and scope of peak hour congestion at the intersection by utilizing the
existing local roads.
VII. Inventory and condition surveys for road and
VIII. Inventory and condition surveys for all bridges, cross-drainage structures and
drainage provisions;
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PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
IX. Detailed topographic surveys using LiDAR / Drone and GPS
X. pavement investigations.
XI. Sub-grade characteristics and strength: investigation of required sub- grade
and sub-soil characteristics and strength for road and embankment design and
sub soil investigation.
XII. Identification of sources of construction materials.
XIII. Detailed design of road, its x-sections, horizontal and vertical alignment
XIV. Detailed design of structures preparation of GAD and construction drawings and
cross-drainage structures and underpasses etc.
XV. Identification of the type and the design of intersections.
XVI. Design of complete drainage system and disposal point for s torm water
XVII. Value analysis / value engineering and project costing
XVIII. Economic and financial analyses
XIX. Contract packaging and implementation schedule
XX. Strip plan indicating the scheme for carriageway widening, location of all
existing utility services (both over- and underground) and the scheme for
their relocation, trees to be felled and planted and land acquisition
requirements including schedule for LA: reports documents and drawings
arrangement of estimates for cutting of trees and shifting of utilities from the
concerned department
XXI. To find out financial viability of project for implementation under Hybrid
Annuity/ EPC model and suggest the mode on which the project is to be taken
up
XXII. Design of toll plaza and identification of their numbers and location and
office cum residential complex including working drawings
XXIII. Design of weighing stations, parking areas and rest areas
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PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
XXIV. Preparation of detailed project report, cost estimate, approved for construction
drawings, rate analysis, detailed bill of quantities, documents for execution of
civil works through budgeting resources.
XXV. Any other user oriented facility enrooted toll facility.
XXVI. Tie-in of on-going/sanctioned works of MORT&H/PWD/PWD/Govt. of
Maharashtra /other agencies.
XXVII. Preparation of social plans for the project affected people as per policy of the
lending agencies/ Govt. of India R & R Policy, if required
1.6 Project Area Appreciation
1.6.1 Physiographical Features
Project road falls in two districts of Maharashtra namely Sangli and Kolhapur.
Physiographical features of these two districts are discussed briefly as under.
Sangli:
Sangli city- the district place - is situated on the bank of Krishna river. The valley of
the River Krishna and its tributaries offer many irrigation and agricultural advantages
which drives the economy of the district and the city. Other small rivers, such as the
Warana and the Panchganga, flow into the River Krishna
Kolhapur:
The physical setting of the Kolhapur district is divided into three main parts namely
Eastern ranges, Central ranges and Southern ranges. Eastern and Central ranges have
black soil formed from 'lava' and at some places it has large tracks of fertile land. The
western ranges are mostly hilly and have red soil. The majority area in the west is
under thick forest coverage.
Panchganga, Warana, Dudhganga, Vedganga, Bhogavati, Hiranyakeshi and
Ghataprabha are a main river which flows towards east through Western Ghats. The
river Panchganga is formed by the tributaries namely the Kasari, the Kumbi, the
Tulsi and the Bhogavati. Krishna river flows in the east on eastern border of the
district, similarly Tillari river flows on western border to west.
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PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
1.7 Rainfall & Climate
Maharashtra has typical monsoon climate, with hot, rainy and cold weather seasons.
However, dew, frost and hail also occur sometimes, depending upon the seasonal
weather. The winter in January and February is followed by summer between March
and May and the monsoon season between June and September. Summers are
extreme with March, April and May as the hottest months. During April and May
thunderstorms are common all over the state. Temperature varies between 22 °C and
39 °C during this season. Rainfall starts normally in the first week of June. July is the
wettest month in Maharashtra, while August also gets substantial rain. Monsoon
starts its retreat with the coming of September to the state. Winter season is a cool,
dry spell, with clear skies gentle breeze; pleasant weather prevails from November to
February. But the eastern part of Maharashtra sometimes receives some rainfall.
Temperature varies between 12 °C and 34 °C during this season. Rainfall in
Maharashtra differs from region to region. Thane, Raigad, Ratnagiri and Sindhudurg
districts, receive heavy rains of an average of 200 centimeters annually. But the
districts of Nasik, Pune, Ahmednagar, Dhule, Jalgaon, Satara, Sangli, Solapur and
parts of Kolhapur get rainfall less than 50 centimeters. Rainfall particularly
concentrates at the Konkan and Sahyadrian Maharashtra. Central Maharashtra
receives less rainfall. However, under the influence of the Bay of Bengal, eastern
Vidarbha receives good rainfall in July, August and September
The physical settings of Sangli district shows a contrast of immense dimensions and
reveals a variety of landscapes influenced by relief, climate and vegetation. The
climate ranges from the rainiest in the Chandoli (Shirala) region, which has an
average annual rainfall over 4000 mm to the driest in Atpadi and Jat tehsils where the
average annual rainfall is about 500 mm.
Climatic condition in Kolhapur district differs from region to region. It is generally
cool in western hilly regions but one move towards east the weather becomes hot and
dry. The western hilly range of Sahyadri receives heavy rainfall as compared to east
and central part of district.
1.8 Terrain
The Project corridor is passes through a mixed terrain. Project road from Vita to
Kokrud passes through plain and rolling terrain. Second part of project road from
Warna River Bridge to Anuskura traverses through ghat and hilly terrain.
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PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
CHAPTER 2
PROJECT ROAD APPRECIATION
2.1 General
Project road from Vita to Anuskura via Islampur – Peth and Malkapur is
approximately 120.4 Km in length. Project features of road in terms of terrain, road
configuration, geometry and soil strata etc. are important features for technical
appreciation.
Project road from Vita starts at about Km.0.8 where SH-150 breaks off from Vita
Sangli Road towards Kundal. It then runs for about 23 Km to meet SH-142 near
Kundal. This 6 km stretch from Kundal to Takari on SH-142 is overlap part of
alignment and is not part of scope this improvement proposal. Project road then takes
a left turn towards Islampur crossing over Krishna River. Part of project road
alignment passes through Islampur built up area. After Shivaji statue Chowk in
Islampur, SH-150 runs inside urban area, overlaps with Ashta road and crosses NH-4
near Peth by an underpass. Road stretch from Shivaji statue chowk to Peth junction
on NH-4 is also not part of scope of this study. Project road then runs from Peth
Junction to Kokrud taking Shirala Bypass and meets SH-144. Road at Kokrud. SH-
150 then turns to left and inside built up area of Kokrud and crosses Warna river
bridge after covering a length of about 84 km from Vita. Project road is of
predominantly 1.5 to 2 lane configurations in this part of stretch from Vita to
Kokrud. Terrain is plain in most parts and Soil strata is mixed. Stretch from Balwadi
to Kundal, 5km in length, has black cotton soil on both side of alignment. Similarly,
14 km stretch from Takari to Islampur also has predominantly black cotton soil
regime as strata. Other parts of stretch have highly weathered ballast forming murum
dominant soil strata.
After crossing Warna River Bridge at km 83.5 (approx.), project road alignment on
SH-150 turns sharp right from junction towards Malkapur. Karad – Kolhapur road,
which overlaps project alignment inside Kokrud built up area, goes straight from this
junction. Road condition changes substantially in this part of stretch from Warna
river to Anuskura via Malkapur. Terrain becomes rolling and hilly in this stretch of
about 49.5 km. Black cotton is not observed on either side of alignment. Soil strata is
made up of highly weathered Basalt rock. Alignment also becomes winding and there
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Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
are number of Ghat sections. Project road stretch from Warna River Bridge to
Malkapur (15 km approx.) has 1.5 to 2 lane configurations. Project alignment passes
through built up sections of Malkapur and overlaps here with Kolhapur Ambaghat
road for a length of about 1.5 km. After crossing Malkapur, project road becomes of
single lane road configuration. Manjare, Yelvan and Anuskura are major villages in
this part of alignment of project road.
It then can be observed from above that project road is divided in to two distinct
sections in terms of technical parameters as given under.
A. Vita - Islampur - Peth - Shirala - Kokrud (From Km 1.200 to Km 83.400) up
to Warna River Bridge
B. Warna River Bridge - Malkapur - Anuskura (From Km 84.400 to km
133.400)
It is suggested that this bifurcation of project alignment would be taken in to
consideration while forming packages for execution since construction methodology,
leads and rates would be different in both sections of project road.
Salient features of both parts of project road, as described above, are discussed on the
basis of technical parameters and important local aspects. Each one of the above
sections would be discussed in detail on following parameters.
• Road Configuration
• Traffic Condition
• Pavement Condition
• Geometrics
• Soil Strata
• Built up sections
• Drainage and Structures
• Junctions
2.2 Part-A: Project Road from Vita to Kokrud up to Warna River (Km 0.8 to Km
83.4)
Various aspects of this section of project road, as discussed above, is given as under.
2.2.1 Road Configuration
Project road in this part of stretch has varying configuration of road. From Vita to
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Balwadi carriageway width is about 5.5 to 7m.
Figure 2-1 Carriageway width of near Vita
After Balwadi to Kundal width of carriageway increase to 7-8 m. At few places
project road has even 9 m carriageway.
Figure 2-2 Fair road condition between Balwadi and Kundal
Project road alignment overlap with SH-142 which connects Tasgaon to Karad. This
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
part of overlap which is about 6 km in length is not included in scope of current.
Figure 2-3 Fair road condition near Km 32 after crossing Krishna River
Road carriageway width widens further as it enters urban area of Islampur. In this
reach, there are Sugar factories adjacent to road. These parts of project road witness
high seasonal traffic of sugar cane crop during its harvest.
Figure 2-4 Road width inside Islampur
After Shivaji statue chowk in Islampur, SH-150 joins NH-4 at Peth running into
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
urban areas of Islampur. This part of about 2 km in length is excluded from scope of
current study.
From Peth Naka to Shirala Bypass which is about 13 km, road carriageway is two
lane in most stretches.
Shirala bypass which is part of project alignment is constructed in 2009 to bypass
Shirala town which become heavily congested with religious tourists during Nag
Panchami.
Shirala bypass is of intermediate configuration. It has 5.5m wide carriageway.
Figure 2-5 Road Carriageway in Shirala Bypass
After Shirala Bypass project road runs to Kokrud. In this part of alignment road
carriageway is of varying dimension from 5.5 m to 6m.
2.2.2 Traffic Condition
Project road from Vita to Kokrud experiences moderate traffic. In few stretches,
there is surge in traffic due to sugar cane crop season. Stretch from Kundal to
Islampur is such stress. Traffic is of mixed type with dominance of passenger traffic.
2.2.3 Pavement Condition
Pavement condition of road varies in various parts of this stretch. In most parts of
stretch wearing course of pavement is distressed. There are few stretches where there
has been recent strengthening of pavement. In such locations pavement is in good
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
condition. For example, from km 8 to km 14 and strengthening of pavement is done
by PWD recently.
Figure 2-6 Strengthening of road pavement with surface dressing in km 13
In other parts of road pavement condition is poor to fair and there are signs of
distresses in form of racks, potholes, reveling and patches.
Figure 2-7 Stressed Pavement near Shirala Bypass
Stretch wise condition of pavement is discussed in separate Chapter. A key plan
showing stretch wise condition of pavement is placed at Annexure-II of this report.
Details engineering investigation of pavement is discussed in Chapter of Engineering
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Surveys and Investigations.
2.2.4 Geometrics
Geometrics of project alignment in stretch from Vita to Kokrud is in general fair.
There are few locations at which there are sharp substandard curves. Vertical
geometry of road is also poor. At many a places, sufficient sight distance is not
available.
Following are some examples of good and poor geometric in project road.
Figure 2-8 Straight alignment at KM 1.5
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 2-9 Straight alignment at KM 40
However there quite a number of locations where road geometry is not good. There
are sharp substandard curves without transition and proper flanking.
Figure 2-10 Poor Horizontal Geometry at km 35
In above figure, it can be observed that safe sight distance is not available.
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 2-11 Poor Horizontal Geometry at km 71 before Kokrud
It is observed that vertical geometry of project alignment is poor at several locations.
This being a single carriageway road, such vertical geometry becomes a safety
hazard.
Figure 2-12 Very Poor Vertical Geometry at Km 6.5
It can be seen in above figure that road appears to be discontinued due to poor
vertical geometry amounting to very unsafe driving conditions.
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Similarly, at km 64.5 there is blind vertical dip where sight distance minimal.
These discrepancies would be taken care of while designing the geometrics of
project.
2.2.5 Soil Strata
Soil strata is one of the important technical aspect of any road project as it forms
basis of pavement design and its stability. Project road has predominantly a granular
soil strata around the project road. But there are few pockets where black cotton soil
is found along project road.
Granular strata are made of highly weathered basalt rock. It has created deposition of
murum which is a good material for embankment and subgrade construction.
On the other hand, black cotton soil is expansive soil and becomes very week in
moist condition. It also expands if saturated. Thus, the soil is unsuitable for
embankment or subgrade construction. In stretches where soil dis strata is made of
black cotton soil, good murum will be have to be bought from other parts of road for
embankment and subgrade construction.
Following table provides stretch wise soil strata in this part of project road from Vita
to Kokrud.
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Table 2-1 : Soil Strata in Project Stretch from Vita to Kokrud
Sr.
No Project Road Stretch
Length of
Stretch (Km) Soil Strata
1 Vita to Balwadi 17 Highly weathered basalt. Murum
2 Balwadi to Kundal 6 Black Cotton Soil
3 Takari to Islampur 14 Black Cotton Soil
4 Peth to Kokrud 35 Highly weathered basalt. With
isolated patches of black cotton soil Murum
A Plan showing soil strata mark-up is placed at Annexure-2.1
2.2.6 Built up Areas
Project road passes through number of built up sections. Some are as big as Islampur
and others are small villages. A comprehensive list of all built up sections falling on
project road alignment are given in table below
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Table 2-2 : Built up areas in Project Stretch from Vita to Kokrud
Chainage (km) Land use
Available
Width Name of Built up
Sections From To
0.800 1.180 Built up 11 Vita
8.000 8.100 Built up 9.4 Khambale
11.000 11.700 Built up 9.5 Alsund
15.100 15.600 Built up 8.3 Tandulwadi
15.950 16.200 Built up 8.9 Balavadi
21.700 22.000 Built up 8.7 Kundal
36.100 36.500 Built up 10.3 Borgaon
43.100 44.850 Built up 14.9 Islampur
49.600 49.800 Built up 10 Peth
53.600 54.700 Built up 8.9 Retre Dharan
61.100 61.400 Built up 10 Red
67.600 67.820 Built up 9.3 Biour
72.400 72.800 Built up 8.9 Pawle wadi
74.300 75.150 Built up 8.8 Rile
77.220 77.400 Built up 9.2 Mangrul
79.000 79.500 Built up 9.6 Bilashi
81.600 81.800 Built up 9 Malewadi
82.200 83.000 Built up 9.3 Kokrud
2.2.7 Drainage and Structure
Project road falls in basin of mainly Yerala, Krishnaand Morna Rivers. There are 3
major bridges, 13 minor bridges and 100 nos of culverts existing in project road. The
major bridges are constructed over river Yerala (1 No), Krishna (1 No) and Warna
(1No). The condition of the major bridge on Krishna River is good. It has width of
8m. Other major bridges are constructed in masonry substructure. Width of these
bridges is also 7.5 to 8m.
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 2-13 Bridge on Yerala river near Balavadi at Km 15.1
Figure 2-14 Bridge on Krishna River near Takari at Km 31.500
Most of the minor bridges are in good condition. 11 Minor bridges which are in good
condition and having width more than 10m are proposed to be retained. 2 bridges are
having length more than 30m are not included in the scope of this package.
Many of the culverts are in good condition. At few locations culvert railings and head
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
walls are damaged.
Figure 2-15 Minor Bridge at Km 12.300
Figure 2-16 Masonry Culvert at Km 37.100
Following tables provide details of existing major bridges, minor bridges and
culverts.
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
A) Major Bridges
Table 2-3: Major Bridge in Project Stretch from Vita to Kokrud
Sr.
No Bridge
No Name of
River
Existing
Bridge
Location
/ Chainage
Span
Arrangement
Existing
(in m)
Total
Length
(m)
Carriageway
Width
(Existing)
(in m)
Remarks
1 MJB-01 Yerala 15.100 10 x 9.0 m 100.00 7.90 Masonry substructure &
RCC superstructure
2 MJB-02 Krishna 31.500 13 x 17.0m 239.20 7.50 RCC substructure & RCC
superstructure
3 MJB-03 Warana 83.000 7 x 13.8m 106.40 7.30 Masonry substructure &
RCC superstructure
B) Minor Bridges
Table 2-4: Minor Bridge in Project Stretch from Vita to Kokrud
Sr.
No
Bridge
No
Name of
River
Existing
Bridge
Location
/ Chainage
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriageway
Width
(Existing)
(in m.)
Remarks
1 MNB-01 Earthen
Canal 8.200 1 x 8.2 9.00 6.7
PCC & RCC
superstructure
2 MNB-02 Earthen
Canal 10.700 1 x 6.4 9.00 6.2
Masonry substructure
& RCC superstructure
3 MNB-03 Stream 12.300 1 x7.6 8.20 11.70 RCC /PCC substructure
& RCC superstructure
4 MNB-04 Tilgerga 53.900 4 X 5.9 24.40 12.40 RCC /PCC substructure
& RCC superstructure
5 MNB-05 Stream 63.100 2 X 6.2 13.60 9.40 RCC /PCC substructure
& RCC superstructure
6 MNB-06 Stream 63.500 1 X 6.5 7.00 9.50 RCC /PCC substructure
& RCC superstructure
7 MNB-07 Morna 65.200 5 X 9.2 57.00 10.50 RCC /PCC substructure
& RCC superstructure
8 MNB-08 Stream 69.400 1X7.6 8.00 11.40 RCC /PCC substructure
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Bridge
No
Name of
River
Existing
Bridge
Location
/ Chainage
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriageway
Width
(Existing)
(in m.)
Remarks
& RCC superstructure
9 MNB-09 Stream 71.900 3X2.9 11.70 12.70 RCC /PCC substructure
& RCC superstructure
10 MNB-10 Stream 74.500 2X4.7 10.80 11.30 Masonry substructure
& RCC superstructure
11 MNB-11 Stream 75.500 3X6.2 21.00 11.60 Masonry substructure
& RCC superstructure
12 MNB-12 Stream 75.600 4X6.1 28.40 11.60 RCC /PCC substructure
& RCC superstructure
13 MNB-13 Stream 78.400 3X9.1 27.30 11.30 RCC /PCC substructure
& RCC superstructure
C) Culverts
a) Pipe culverts
Table 2-5: Pipe Culvert in Project Stretch from Vita to Kokrud
Sr.
No
Culvert
No
Existing
Chainage
(km)
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriageway
Width
(Existing)
(in m.)
Remarks
1 PC-1 1.400 1x1.2 10.20 7.00 Masonry structure. More Vegetation
Growth, Pipe Internal Thickness=
110mm
2 PC-2 2.600 2 x 1.2 15.50 7.00 Masonry structure. Pipe Thickness =
140mm
3 PC-3 4.200 2 x 0.9 11.00 6.70 RCC structure. Pipe Thickness =
70mm
4 PC-4 4.300 1 x 0.9 10.00 6.50 Masonry structure. Pipe Thickness =
70mm
5 PC-5 4.900 1 x 0.9 10.40 5.60 Masonry structure. Pipe Thickness =
70mm
6 PC-6 5.200 1 x 0.9 10.40 5.30 Masonry structure. Vegetation
Growth, Pipe Thickness = 70mm
7 PC-7 6.400 1 x 1 10.50 5.60 Masonry structure. Pipe Thickness =
110mm
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Existing
Chainage
(km)
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriageway
Width
(Existing)
(in m.)
Remarks
8 PC-8 6.800 1 x 1 10.40 5.50 Masonry structure. Pipe Thickness =
70mm
9 PC-9 7.000 1 x 1 10.40 5.50 Masonry structure. Pipe Thickness =
70mm
10 PC-10 8.000 4 x 1 10.40 5.70 Masonry structure. Pipe Thickness =
70mm
11 PC-11 8.600 2 x 0.9 10.40 6.20 Masonry structure. Pipe Thickness =
30mm
12 PC-12 9.800 1 x 0.9 10.30 6.00 Masonry structure. Pipe Thickness =
30mm
13 PC-13 10.400 1 x 1.2 10.40 6.60 Masonry structure. Pipe Thickness =
70mm
14 PC-14 11.000 1 x 0.9 10.40 6.50 Masonry structure. Pipe Thickness =
30mm
15 PC-15 13.000 4 x 0.9 8.00 8.00 Masonry structure. Pipe Thickness =
30mm
16 PC-16 13.400 1 x 1.2 11.90 5.50 RCC structure. Pipe Thickness =
70mm
17 PC-17 14.000 1 x 1.2 11.50 5.50 RCC structure. Pipe choke up
18 PC-18 15.100 2 x 1.2 8.00 5.30 Masonry structure. Pipe Thickness =
100mm
19 PC-19 19.900 1 x 0.9 9.90 8.60 Rack structure. Vegetation Growth,
Pipe Thickness = 100mm
20 PC-20 19.950 1 x 0.6 9.90 9.80 Rack structure. One side pipe is
deteriorated completely
21 PC-21 20.500 1 x 0.6 9.90 9.80 Rack structure. Pipe choke up
22 PC-22 20.800 1 x 1 12.10 6.00 Rack structure. pipe cracked
23 PC-23 22.100 1 x 1 12.00 6.00 Rack structure. pipe cracked
24 PC-24 34.100 2 x 0.9 10.50 7.30 PCC structure. Pipe Thickness =
30mm
25 PC-25 35.800 2 x 0.9 13.20 7.20 PCC structure. Pipe Thickness =
30mm
26 PC-26 36.400 3 x 1 11.80 7.40 PCC structure. Vegetation growth,
Pipe Thickness = 70mm
27 PC-27 36.900 2 x 1 10.10 7.00 PCC structure. Pipe Thickness =
70mm
28 PC-28 37.800 2 x 0.9 10.80 6.40 PCC structure. Pipe Thickness =
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Existing
Chainage
(km)
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriageway
Width
(Existing)
(in m.)
Remarks
30mm
29 PC-29 38.400 2 x 0.9 11.60 7.50 PCC structure. Pipe Thickness =
30mm
30 PC-30 40.100 2 x 0.9 11.70 7.60 PCC structure. Pipe Thickness =
30mm
31 PC-31 42.700 2 x 0.9 15.50 14.50 PCC structure. Pipe Thickness =
30mm, Extra Pipe Culvert on rough
road
32 PC-32 43.100 2 x 0.9 14.70 10.00 PCC structure. Pipe Thickness =
30mm, Major Cracks
33 PC-33 49.000 2 x 1.2 9.00 6.70 Masonry structure. Right side wall =
27.6, L.S.W = 12.6m
34 PC-34 50.100 3 x 0.9 10.00 7.20 Masonry structure. Pipe Thickness =
30mm
35 PC-35 50.500 5 x 1.2 11.10 7.20 Masonry structure. Pipe Thickness =
70mm
36 PC-36 51.600 1 x 0.9 10.00 7.20 Masonry structure. Pipe Thickness =
30mm, Poor Condition with
vegetation growth
37 PC-37 52.000 2 x 0.9 10.10 7.20 Masonry structure. Pipe Thickness =
30mm, Poor Condition with
vegetation growth
38 PC-38 52.100 1 x 0.9 10.00 7.20 Masonry structure. Pipe Thickness =
30mm
39 PC-39 54.200 1 x 0.9 10.10 7.50 Masonry structure. Pipe Thickness =
30mm
40 PC-40 54.300 1 x 0.9 8.50 7.10 Masonry structure. Pipe Thickness =
30mm
41 PC-41 54.600 6 x 0.9 8.50 7.10 Masonry structure. Pipe Thickness =
30mm
42 PC-42 55.100 2 x 1.2 14.00 7.00 PCC structure. Pipe Thickness =
30mm
43 PC-43 56.000 2 x 0.9 10.10 7.10 Masonry structure. Pipe Thickness =
30mm
44 PC-44 56.000 2 x 0.9 10.10 7.20 Masonry structure. Pipe Thickness =
30mm,
45 PC-45 56.400 3 x 0.9 10.10 7.30 Masonry structure. Pipe Thickness =
30mm
58
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Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Existing
Chainage
(km)
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriageway
Width
(Existing)
(in m.)
Remarks
46 PC-46 56.800 2 x 0.9 10.20 7.00 Masonry structure. Pipe Thickness =
30mm
47 PC-47 56.900 2 x 0.9 10.20 7.30 Masonry structure. Pipe Thickness =
30mm
48 PC-48 57.200 2 x 0.9 10.20 7.30 Masonry structure. Pipe Thickness =
30mm
49 PC-49 57.900 3 x 0.9 10.00 7.10 Masonry structure. Pipe Thickness =
30mm
50 PC-50 58.000 1 x 1.2 10.00 7.10 Masonry structure. Pipe Thickness =
70mm
51 PC-51 59.400 1 x 0.9 10.10 7.10 Masonry structure. Pipe Thickness =
30mm
52 PC-52 62.200 1 x 0.9 9.10 6.90 PCC structure. Pipe Thickness =
30mm
53 PC-53 62.220 1 x 0.9 9.10 6.90 PCC structure. Pipe Thickness =
30mm
54 PC-54 62.700 1 x 0.9 11.20 5.90 PCC structure. Pipe Thickness =
30mm
55 PC-55 63.200 1 x 0.9 9.20 5.80 PCC structure. Pipe Thickness =
30mm
56 PC-56 63.900 3 x 0.9 9.20 7.20 PCC structure. Pipe Thickness =
30mm
57 PC-57 64.100 1 x 0.9 9.20 6.30 PCC structure. Pipe Thickness =
30mm
58 PC-58 64.300 1 x 0.9 9.20 7.20 PCC structure. Pipe Thickness =
30mm
59 PC-59 64.600 1 x 0.9 9.20 7.20 PCC structure. Pipe Thickness =
30mm
60 PC-60 64.800 1 x 0.9 9.20 5.60 PCC structure. Pipe Thickness =
30mm
61 PC-61 65.900 1 x 0.9 7.10 5.50 Masonry structure. Pipe Thickness =
30mm
62 PC-62 67.400 1 x 0.9 10.00 6.20 Masonry structure. Pipe Thickness =
30mm, Bhivur Junction
63 PC-63 68.200 1 x 0.9 10.00 7.00 Masonry structure. Pipe Thickness =
30mm, Bhivur Junction
64 PC-64 68.400 2 x 0.9 10.10 7.10 Masonry structure. Pipe Thickness =
30mm
59
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Existing
Chainage
(km)
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriageway
Width
(Existing)
(in m.)
Remarks
65 PC-65 69.000 1 x 0.9 10.10 7.10 Masonry structure. Pipe Thickness =
30mm
66 PC-66 69.200 1 x 0.9 10.00 7.20 Masonry structure. Pipe Thickness =
30mm
67 PC-67 69.600 2 x 1.2 10.10 6.60 Masonry structure. Pipe Thickness =
70mm
68 PC-68 70.30 2 x 0.9 10.00 7.00 Masonry structure. Pipe Thickness =
30mm
69 PC-69 72.00 2 x 0.9 10.00 7.20 Masonry structure. Pipe Thickness =
30mm
70 PC-70 72.10 1 x 0.9 10.00 7.00 Masonry structure. Pipe Thickness =
30mm, Black Cotton Soil
71 PC-71 72.70 2 x 0.9 10.00 7.00 Masonry structure. Pipe Thickness =
30mm, Near Aswale wadi KVA
Station
72 PC-72 72.80 2 x 0.9 10.00 7.00 Masonry structure. Pipes choke up,
covered with vegetation
73 PC-73 72.90 1 x 0.9 10.00 7.00 Masonry structure. Very Poor, MSEB
KVA near Station
74 PC-74 73.200 1 x 0.9 8.80 7.00 Masonry structure. Pipe Thickness =
30mm
75 PC-75 74.100 1 x 0.9 10.00 7.00 Masonry structure. One side is
Closed, Pipe Thickness = 30mm
76 PC-76 74.900 4 x 0.9 10.10 7.00 Masonry structure. Pipe Thickness =
30mm
77 PC-77 75.900 1 x 0.9 10.00 7.00 Masonry structure. Pipe Thickness =
30mm
78 PC-78 76.500 1 x 0.9 10.00 7.00 Masonry structure. Pipe Thickness =
30mm
79 PC-79 76.600 1 x 0.9 10.20 7.00 Masonry structure. Pipe Thickness =
30mm, Right side drainage work in
progress
80 PC-80 76.800 1 x 0.9 10.20 7.00 Masonry structure. Pipe Thickness =
30mm
81 PC-81 77.000 1 x 0.9 10.00 7.00 Masonry structure. Pipe Thickness =
30mm, one side choke up, Built up on
culvert
82 PC-82 77.200 1 x 0.9 9.90 6.80 Masonry structure. Pipe Thickness =
30mm
60
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Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Existing
Chainage
(km)
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriageway
Width
(Existing)
(in m.)
Remarks
83 PC-83 77.400 1 x 0.9 10.00 7.00 Masonry structure. Pipe Thickness =
30mm
84 PC-84 77.600 1 x 0.9 10.00 7.00 Masonry structure. Pipe Thickness =
30mm
85 PC-85 77.700 1 x 0.9 10.00 7.80 Masonry structure. Pipe choke up
86 PC-86 78.600 1 x 0.9 10.00 7.00 Masonry structure. Pipe choke up,
Very Poor state
87 PC-87 78.900 1 x 0.9 10.00 7.00 Masonry structure. Pipe Thickness =
30mm, Covered with vegetation
88 PC-88 79.200 1 x0.9 10.00 7.00 Masonry structure. Pipe Thickness =
30mm, Pipe choke up
89 PC-89 79.300 3 x 0.9 10.00 7.00 Masonry structure. Pipe Thickness =
30mm, Pipe choke up
90 PC-90 79.400 3 x 0.9 10.00 7.00 Masonry structure. Pipe Thickness =
30mm, Broken Pipe
91 PC-91 79.800 2 X 0.9 9.00 7.00 Masonry structure. Pipe Thickness =
30mm
92 PC-92 80.600 3 x 0.9 10.00 7.00 Masonry structure. Pipe Thickness =
30mm
93 PC-93 81.200 1 x 1.0 9.00 6.20 Masonry structure. Poor Conditions
in Built up area of Kokrud covered
with vegetation
a) List of slab/ box culverts
Table 2-6: Slab Culvert in Project Stretch from Vita to Kokrud
Sr.
No
Culvert
No
Name
Of
River
Existing
Chainage
(km)
Span
Arrangement
Existing
(in m.)
Total
Length
(in m.)
Carriageway
Width
(Existing)
(m)
Remarks
1 SC-01 Canal 11.500 1 x 5.5 6.00 11.7
RCC /PCC
substructure &
RCC
superstructure
2 SC-02 Canal 15.000 1 x 4.3 5.00 7.2
Masonry
substructure &
RCC
superstructure
61
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Name
Of
River
Existing
Chainage
(km)
Span
Arrangement
Existing
(in m.)
Total
Length
(in m.)
Carriageway
Width
(Existing)
(m)
Remarks
3 SC-03 Canal 16.700 1 x 5.7 6.00 10.9
RCC /PCC
substructure &
RCC
superstructure
4 SC-04 Stream 37.100 1 x 5.5 5.90 9.8
Masonry
substructure &
RCC
superstructure
5 SC-05 Stream 49.100 1 x 0.8 1.20 7.2
Masonry
substructure &
RCC
superstructure
6 SC-06 Stream 50.700 1 x 0.8 1.20 7.2
RCC /PCC
substructure &
RCC
superstructure
7 SC-07 Stream 67.500 1 X 4.3 4.80 11.4
RCC /PCC
substructure &
RCC
superstructure
2.2.8 Junctions
Project road crosses many important roads. These junctions become major points of
traffic diversions and inclusions. Crossings where a National or State Highway
crosses project road is termed as Major Junction. Other crossings with minor roads
are described as Minor Junctions. Following is the list of major and minor junctions
on project road alignment. These would be developed as per specifications.
Table 2-7: Junctions in Project Stretch from Vita to Kokrud
Sr.
No
Existing
Chainage (km)
Junction
Type Side
Major/ Minor
Cross Road To
1 0.800 T Left Major Tasgaon
2 1.100 T Right Minor Advi Peth
3 2.970 T Right Minor Dhawaleshwar
4 3.245 T Left Minor Connects to vita Sangli road
62
PWD - MAHARASHTRA
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Existing
Chainage (km)
Junction
Type Side
Major/ Minor
Cross Road To
5 8.065 Y Right Minor Kalambi
6 11.500 Y Right Minor Kamalpur
7 11.700 T Left Minor Wazar
8 15.350 T Left Minor Tandalwadi
9 16.145 X Both Minor LHS-Andhali RHS- Rampur
10 16.760 Y Right Minor Balavadi
11 18.100 X Both Major LHS-Tasgaon RHS-Satara
12 20.035 T Right Minor Kranti Sugar factory
13 21.780 X Both Minor LHS-Palus
RHS- Sathenagar
14 22.355 Y Left Minor Dubal Vasti
15 22.400 T Right Minor Kundal Police St.
16 23.500 T Left Major Tasgaon
17 30.785 T Right Major Karad
18 31.300 T Left Minor Takari Gaon
19 31.870 T Right Minor Banevadi
20 32.670 T Right Minor Banevadi
21 32.920 X Both Minor LHS-Gaudawadi RHS- Banewadi
22 35.875 Y Left Minor Masuchiwadi
23 36.550 T Left Minor Borgaon
24 36.760 X Both Minor LHS-Walwa RHS- Bahe
25 37.260 T Left Minor Shivajinagar
26 39.050 Y Left Minor Junekhed
27 40.120 T Right Minor Khundalapur
28 41.400 T Left Minor Walwa
29 42.140 T Right Minor Rajaram bapu bazaar
30 44.730 X Both Minor LHS-Ashta RHS- Bahe
31 46.060 Y Left Minor To NH 4
32 48.940 X Both Major LHS-Bangalore RHS- Mumbai
63
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Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Existing
Chainage (km)
Junction
Type Side
Major/ Minor
Cross Road To
33 49.215 Y Right Minor Peth gaon
34 50.565 X Both Minor LHS-Chikli RHS- Surul
35 50.755 T Left Minor Jambhulwadi
36 52.880 Y Left Minor Connect to NH 4
37 53.910 X Both Minor LHS-Dhagewadi
RHS- Retre Dharan
38 55.265 T Right Minor Ozarde
39 56.130 T Right Minor Ozarde
40 60.240 T Right Minor Beldarwadi
41 60.565 X Both Minor LHS-Kapari
RHS- Red village
42 61.645 Y Left Minor Shirala Village
43 63.300 X Both Minor LHS-Kapari
RHS- Shirala village
44 65.400 X Both Minor LHS-Chikhalwadi
RHS- Shirala village
45 66.400 X Both Minor LHS-Chikhli
RHS- Shirala village
46 67.700 X Both Minor LHS-Biour
RHS- Shirala village
47 68.700 T Right Minor Tadawale
48 69.650 Y Right Minor Shanti nagar
49 71.000 T Left Minor Sagaon
50 74.730 T Right Minor Rile Gaon
51 75.100 Y Right Minor Rile Gaon
52 75.480 T Left Minor Shirale khurd
53 77.360 T Right Minor Mangrul
54 78.100 T Right Minor Vasahat wadi
55 82.266 T Right Major Karad
2.3 Part-B: Project Road from Kokrud Warna River to Anuskura (Km 83.70 to Km
133.4)
Various aspects of this section of project road, as discussed above, is given as under.
64
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
2.3.1 Road Configuration
Project road in this part of stretch has varying configuration of road. From Warna
River Bridge to carriageway width is about 6.0 to 7.0m.
Figure 2-17 Carriageway width of road at km 85 near Turukwadi
More or less same road width continues up to Malkapur which at km 98. After
crossing Malkapur road width reduces to single lane configuration from 3.5 m to
4.5m.
Figure 2-18 Road width and condition after Malkapur
2.3.2 Traffic Condition
In this part of stretch from Warna River Bridge to Anuskura traffic is variable in
65
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
stretches. Project stretch experiences moderate traffic up to Malkapur. Once road
goes past Malkapur traffic volume reduces substantially. Details of traffic analysis
are presented in separate chapter
2.3.3 Pavement Condition
Pavement condition of road varies in various parts of this stretch. Pavement is in
relatively better condition up to Malkapur. After Malkapur width of the road reduces
and condition of pavement is stressed. Pavement is damaged and wearing coat has
become fragmented.
Figure 2-19 Sound pavement Condition at km 90 before Malkapur
Pavement condition deteriorate after Malkapur and remains so for entire length of
project up to Anuskura.
66
PWD - MAHARASHTRA
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 2-20 Stressed Pavement near Manjre
A key plan showing stretch wise condition of pavement is placed at Annexure-2.2 of
this report. Details engineering investigation of pavement is discussed in Chapter of
Engineering Surveys and Investigations.
2.3.4 Geometrics
In this part of project stretch project road passes through rolling and hilly terrain
barring few small isolated stretches. Hence alignment is predominantly winding.
Figure 2-21 Curve at Km 87
Figure 2-22 Sharp curve near Manjre
At quite a number of places vertical profile of road is also deficient. As can be seen
from the photo below, safe sight distance is not available at this location.
67
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 2-23 Poor Vertical Geometry at km 119
2.3.5 Soil Strata
Project road is this part of stretch falls in rolling and hilly terrain. Soil strata consist
of weathered rock and granular material.
2.3.6 Built up Areas
Project road passes through few of built up sections. Malkapur is the only big urban
area in stretch. Others are small village. List of built up areas is given in following
table
Table 2-8: Built up areas in Project Stretch from Kokrud to Anuskura
Chainage (km) Land
use
Available
Width
Name of Built up
Sections From To
85.700 86.300 Built up 10 Turukwadi
98.400 99.600 Built up 9 Malkapur
100.500 100.800 Built up 7.4 Uchat
102.500 102.900 Built up 7.5 Parale
103.300 103.600 Built up 9 Maan
119.100 119.300 Built up 5.5 Manjare
129.200 129.400 Built up 8.1 Anuskura
2.3.7 Drainage and Structure
Project road crosses two rivers Kadavi and Kasari and many small streams on the
way. Since stretch falls in hilly terrain there are large numbers of culverts crossed
68
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
drainage of water from hill side to valley side.
There is only 1 major bridge, 9 minor bridges and 148 culverts. The major bridge is
constructed over river Kadavi. The condition of the major bridge on Kadavi river is
good and has a width of 8m. Bridge is constructed in masonry substructure and RCC
superstructure.
Figure 2-24 Bridge on Kadavi river near Malkapur at Km 96.500
Most of the minor bridges are masonry structures and in good condition. 7 Minor
bridges are in good condition and having width more than 7.50m are proposed to be
retained. 2 Minor bridges which have more than 30m length are not included in the
scope of this package. Many of the culverts are masonry construction and in good
condition. Culvert railings are damaged at most of places and at few locations pipes
are choked.
69
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 2-25 Bridge on Kasari river near Anuskura at Km 124.100
Following tables provide details of existing major bridges, minor bridges and
culverts.
Major Bridges
70
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Table 2-9: Major Bridge in Project Stretch from Kokrud to Anuskura
Sr.
No Bridge
No Name of
River
Bridge Location
/ Chainage
Span Arrangement
Existing (m)
Total Length
(m)
Carriageway
Width (Existing)
(in m.)
Remarks
1 MJB-04 Kadavi 96.500 9 x 12.10m 118.80 7.50 Masonry substructure &
RCC superstructure
Minor Bridges
Table 2-10: Minor Bridge in Project Stretch from Kokrud to Anuskura
Sr.
No Bridge
No Name of
River
Existing
Bridge
Location
/ Chainage
Span
Arrangement
Existing
(in M)
Total
Length
(m)
Carriagewa
y Width
(Existing)
(in m.)
Remarks
1 MNB-14
Turukwa
di
Canal
84.900 1X9.1 9.60 12.20 RCC /PCC substructure &
RCC superstructure
2 MNB-15 Stream 100.400 1X5.6 6.70 12.00 RCC /PCC substructure &
RCC superstructure
3 MNB-16 Shali
River 102.000 7X4.8 51.10 9.70
Masonry substructure &
RCC superstructure
4 MNB-17 Stream 113.300 4X3.4 20.00 8.50 Masonry substructure &
RCC superstructure
5 MNB-18 Stream 114.100 4X3.1 15.60 8.30 RCC /PCC substructure &
RCC superstructure
6 MNB-19 Stream 114.600 3X3.5 13.50 9.00 Masonry substructure &
RCC superstructure
7 MNB-20 Stream 117.500 2X3.2 8.60 8.20 Masonry substructure &
RCC superstructure
8 MNB-21 Stream 119.900 2 X 3.2 7.00 7.6 Masonry substructure &
RCC superstructure
9 MNB-22 Kasari
River 124.100 6X6.3 54.60 8.30
Masonry substructure &
RCC superstructure
Culverts
A) Pipe culverts
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Table 2-11: Pipe Culvert in Project Stretch from Kokrud to Anuskura
Sr.
No
Culvert
No Chainage
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriageway
Width
(Existing)
(in m.)
Remarks
1 PC-94 83.20 3x0.90 10.70 6.00
PCC structure. Pipe Thickness =
30mm, Poor Condition, Pipe
choke up, covered with
vegetation
2 PC-95 83.70 5x1.00 11.00 6.00
Masonry structure. Pipe
Thickness = 30mm, Poor
Condition, Right side Pipe choke
up, covered with vegetation
3 PC-96 84.10 1 x 0.90 11.30 7.00 Masonry structure. Pipe
thickness = 30mm
4 PC-97 84.60 3x0.90 10.50 7.20
Masonry structure. Pipe
thickness = 30mm, Very Poor
Condition, covered with RCC
Drain
5 PC-98 85.30 1x0.90 10.80 6.50 Masonry structure. Pipe
thickness = 30mm, Retaining
wall + Single pipe
6 PC-99 85.50 1x0.90 15.10 10.20 PCC structure. Pipe thickness =
30mm,
7 PC-100 85.70 1x0.90 11.20 5.50 Masonry structure. Pipe
thickness = 30mm
8 PC-101 85.800 1x0.90 12.00 5.90 Masonry structure. Pipe
thickness = 30mm, Broken
Head wall
9 PC-102 85.850 1x0.90 11.30 5.20 Masonry structure. Pipe
thickness = 30mm
10 PC-103 86.100 1x0.90 10.50 5.70 Masonry structure. One side
pipe is broken Pipe thickness =
30mm
11 PC-104 86.300 1x0.90 9.80 5.20 Masonry structure. Half Broken,
Pipe thickness = 30mm
12 PC-105 86.400 1x0.80 11.20 5.80 Masonry structure. Pipe
thickness = 30mm
13 PC-106 86.500 2x1.20 12.20 5.80 Masonry structure. Pipe
thickness = 70mm
14 PC-107 86.700 2x1.20 12.70 5.80 Masonry structure. Pipe
thickness = 70mm
15 PC-108 86.900 02x1.2 13.40 7.50 Masonry structure. Pipe
thickness = 70mm
72
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No Chainage
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriageway
Width
(Existing)
(in m.)
Remarks
16 PC-109 87.100 1x0.90 12.20 6.00 Masonry structure. Pipe
thickness = 30mm, Pipe Choke
up
17 PC-110 87.200 1x0.90 11.60 5.60 Masonry structure. Pipe
thickness = 30mm
18 PC-111 87.300 1x0.90 10.70 5.80 Masonry structure. Pipe
thickness = 30mm
19 PC-112 87.500 1x0.80 12.80 5.70 Masonry structure. Pipe
thickness = 30mm
20 PC-113 87.600 1x0.90 12.10 5.70 Masonry structure. Pipe
thickness = 30mm
21 PC-114 87.700 1x0.90 12.20 5.70 Masonry structure. Pipe
thickness = 30mm
22 PC-115 87.800 1x0.90 12.20 6.90 Masonry structure. Pipe
thickness = 30mm, Pipe Choke
up
23 PC-116 87.850 1x0.90 11.40 7.00 Masonry structure. Pipe
thickness = 30mm
24 PC-117 87.900 1x0.90 14.00 7.30 Masonry structure. Pipe
thickness = 30mm, Pipe Choke
up
25 PC-118 88.100 2x1.20 11.00 7.00 Masonry structure. Pipe
thickness = 70mm,
26 PC-119 88.300 1x0.90 11.20 7.00 Masonry structure. Pipe
thickness = 30mm,
27 PC-120 88.350 1x0.90 11.20 7.00 Masonry structure. Pipe
thickness = 30mm,
28 PC-121 88.600 1x0.90 11.20 7.00 Masonry structure. Pipe
thickness = 30mm
29 PC-122 88.800 1x0.90 11.20 7.00 Masonry structure. Pipe
thickness = 30mm
30 PC-123 88.900 1x1.2 11.20 7.00 Masonry structure. Pipe
thickness = 70mm,
31 PC-124 88.950 2x1.2 13.00 8.00 Masonry structure. Pipe
thickness = 70mm, Pipe Broken
32 PC-125 89.200 1x1.2 11.30 6.50 Masonry structure. Pipe
thickness = 70mm, Pipe Broken
33 PC-126 89.700 1x0.9 11.10 5.70 Masonry structure. Pipe
thickness = 30mm
73
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No Chainage
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriageway
Width
(Existing)
(in m.)
Remarks
34 PC-127 90.200 1x0.90 12.00 7.00 Masonry structure. Pipe
thickness = 30mm
35 PC-128 91.100 1x0.9 11.10 6.10 Masonry structure. Pipe
thickness = 30mm, Pipe Buried
in Soil and Poor Condition
36 PC-129 91.200 1x0.90 12.10 6.90 Masonry structure. Pipe
thickness = 30mm, Pipe Buried
in Soil and Poor Condition
37 PC-130 91.40 1x0.9 12.90 7.10 Masonry structure. Pipe
thickness = 30mm
38 PC-131 91.70 1x0.90 11.30 7.00 Masonry structure. Pipe
thickness = 30mm, Covered
with vegetation
39 PC-132 91.80 1x0.90 11.40 7.00 Masonry structure. Pipe
thickness = 30mm, Covered
with vegetation
40 PC-133 92.10 1x0.90 11.00 7.20 Masonry structure. Pipe
thickness = 30mm
41 PC-134 92.15 1x0.90 10.80 6.50 Masonry structure. Pipe
thickness = 30mm, Pipe Choke
up
42 PC-135 93.40 1x0.90 11.00 7.00 Masonry structure. Pipe
thickness = 30mm, left side pipe
broken
43 PC-136 93.50 1x0.90 8.50 7.10 Masonry structure. Pipe
thickness = 30mm
44 PC-137 93.80 1x0.90 9.80 7.00 Masonry structure. Pipe
thickness = 30mm, Left hand
side - Broken Wall
45 PC-138 94.000 1x0.90 10.00 5.80 Masonry structure. Pipe
thickness = 30mm, Pipe Choke
up
46 PC-139 94.600 1x0.90 11.10 7.00 Masonry structure. Pipe
thickness = 30mm, Pipe Choke
up
47 PC-140 94.700 1x0.80 11.60 6.70 Masonry structure. Pipe
thickness = 30mm, Pipe Choke
up
48 PC-141 94.800 1x0.90 11.60 6.70 Masonry structure. Pipe
thickness = 30mm, Pipe Choke
74
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No Chainage
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriageway
Width
(Existing)
(in m.)
Remarks
up
49 PC-142 95.800 1x0.90 11.00 7.00 Masonry structure. Pipe Choke
up
50 PC-143 96.100 1x0.90 11.10 5.70 Masonry structure. Pipe
thickness = 30mm, Near N.D.
Patil School Malkapur
51 PC-144 97.500 1x0.90 6.40 4.70 Masonry structure. Pipe
thickness = 30mm, Nala in Built
up area of Malkapur Peth
52 PC-145 97.600 2x0.90 9.80 7.60
Masonry structure. Pipe
thickness = 30mm, Nala in Built
up area, Covered with
vegetation
53 PC-146 97.800 1x0.90 10.20 5.60 PCC structure. Pipe Choke up
54 PC-147 98.000 1x0.90 10.40 5.70 PCC structure. Pipe thickness =
30mm, Covered with vegetation
55 PC-148 99.400 3x0.90 10.30 6.60 Masonry structure. Pipe
thickness = 30mm, Down
Stream Can’t measure
56 PC-149 99.600 2x0.90 11.00 5.70 Masonry structure. Pipe
thickness = 30mm
57 PC-150 99.700 1x0.90 11.00 6.00 PCC structure. Pipe Choke up
58 PC-151 100.000 4x0.90 10.30 5.80 PCC structure. Pipe thickness =
30mm
59 PC-152 106.400 1x0.90 10.10 5.70 Masonry structure. Pipe
Thickness = 30mm
60 PC-153 107.30 3 x 1.20 9.00 6.00 Masonry structure. Pipe
Thickness = 70mm
61 PC-154 107.35 1x0.90 9.40 6.00 Masonry structure. Pipe
Thickness = 30mm
62 PC-155 107.40 1x0.90 8.80 6.20 Masonry structure. Pipe
Thickness = 30mm
63 PC-156 107.50 1x0.90 8.80 6.20 Masonry structure. Pipe
Thickness = 30mm
64 PC-157 107.70 1x0.90 9.20 5.90 Masonry structure. Pipe
Thickness = 30mm
75
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No Chainage
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriageway
Width
(Existing)
(in m.)
Remarks
65 PC-158 108.10 2x1.20 10.80 6.20 Masonry structure. Pipe
Thickness = 70mm
66 PC-159 108.300 4x0.90 10.40 6.90 Masonry structure. Pipe
Thickness = 30mm
67 PC-160 108.600 2x0.90 10.60 6.00 Masonry structure. Pipe
Thickness = 30mm
68 PC-161 108.650 1x0.90 10.40 5.60 Masonry structure. Pipe
Thickness = 30mm
69 PC-162 108.800 1x1.2 10.40 5.90 Masonry structure. Pipe
Thickness = 70mm
70 PC-163 108.900 4 x 1.20 10.10 6.00
Masonry structure. Pipe
Thickness = 70mm, Pipe Choke
up (Reinforcement of pipe
exposed)
71 PC-164 109.000 3x1.20 10.70 6.20 Masonry structure. Pipe
Thickness = 70mm, Pipe Choke
up
72 PC-165 109.300 2 x 0.90 9.10 5.90 Masonry structure. Pipe
Thickness = 30mm
73 PC-166 112.000 5x1.20 10.40 5.70 Masonry structure. Pipe
Thickness = 70mm
74 PC-167 112.200 2x0.90 10.50 6.80 Masonry structure. Pipe
Thickness = 30mm
75 PC-168 112.500 1x0.90 10.30 5.90 Masonry structure. Pipe
Thickness = 30mm
76 PC-169 112.700 1x0.90 8.90 5.60 Masonry structure. Pipe
Thickness = 30mm
77 PC-170 112.800 1x1.2 10.40 5.30 Masonry structure. Pipe
Thickness = 30mm
78 PC-171 113.700 1x0.90 10.40 5.50 Masonry structure. Pipe
Thickness = 30mm
79 PC-172 113.900 1x0.90 10.40 5.10 Masonry structure. Pipe
Thickness = 30mm
80 PC-173 114.200 2x0.90 6.40 3.70
Masonry structure. Pipe
Thickness = 30mm, Poor
condition of pipe on both sides,
soil filled inside
81 PC-174 114.300 1x.0.90 11.40 6.00 Masonry structure. Pipe
Thickness = 30mm
76
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No Chainage
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriageway
Width
(Existing)
(in m.)
Remarks
82 PC-175 114.700 1x.0.90 10.50 4.50 Masonry structure. Pipe
Thickness = 30mm
83 PC-176 114.800 1x0.90 10.40 4.50 Masonry structure. Pipe
Thickness = 30mm
84 PC-177 115.200 2x0.90 9.10 4.50 Masonry structure. Pipe
Thickness = 30mm
85 PC-178 115.400 1x0.90 7.50 4.60 Masonry structure. Pipe
Thickness = 30mm
86 PC-179 115.700 6x0.90 10.50 4.60 Masonry structure. Pipe
Thickness = 30mm
87 PC-180 116.000 1x0.90 9.30 4.50
Masonry structure. Pipe
Thickness = 30mm,
Downstream pipe filled with
red soil
88 PC-181 116.400 8x0.90 7.60 5.40 Masonry structure. Pipe
Thickness = 30mm
89 PC-182 116.450 1x0.90 9.00 4.00 Masonry structure. Pipe
Thickness = 30mm
90 PC-183 116.600 1 x 0.90 8.60 3.70 Masonry structure. Pipe Choke
up
91 PC-184 116.800 2x0.90 8.30 4.50 Masonry structure. Pipe
Thickness = 30mm
92 PC-185 117.000 1x0.90 12.10 4.70 Masonry structure. Pipe
Thickness = 30mm, Red Soil
ONLY
93 PC-186 117.100 1x0.90 10.60 4.00 Masonry structure. Pipe
Thickness = 30mm, Red Soil
ONLY
94 PC-187 117.400 1x0.90 10.40 4.00 Masonry structure. Pipe
Thickness = 30mm, Red Soil
ONLY
95 PC-188 118.500 4x1.20 10.40 4.50 Masonry structure. Pipe
Thickness = 70mm
96 PC-189 118.550 1x1.20 10.40 4.80 Masonry structure. Pipe
Thickness = 100mm
97 PC-190 118.600 1x0.90 8.60 4.80 Masonry structure. Pipe
Thickness = 30mm
98 PC-191 118.800 3x1.20 10.60 4.00 Masonry structure. Pipe
Thickness = 70mm
77
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No Chainage
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriageway
Width
(Existing)
(in m.)
Remarks
99 PC-192 119.000 1x0.90 10.60 4.00 Masonry structure. Pipe
Thickness = 30mm
100 PC-193 119.400 1x0.90 10.40 4.10 Masonry structure. Pipe
Thickness = 30mm
101 PC-194 120.20 1x0.9 9.20 6.00 Masonry structure. Pipe
Thickness = 30mm
102 PC-195 120.50 2x1.2 10.50 5.00 Masonry structure. Pipe
Thickness = 70mm
103 PC-196 120.80 1x0.9 11.30 5.20 Masonry structure. Pipe
Thickness = 30mm
104 PC-197 120.90 3x0.90 11.20 5.70 Masonry structure. Pipe
Thickness = 30mm
105 PC-198 121.20 1x0.9 9.30 4.80
Masonry structure. Pipe
Thickness = 30mm, Very Poor
condition of pipe broken at
several Places
106 PC-199 121.40 3x1.2 9.20 5.50 Masonry structure. Pipe
Thickness = 70mm
107 PC-200 121.45 1x0.9 9.30 5.30 Masonry structure. Pipe
Thickness = 30mm
108 PC-201 121.600 1x0.9 9.20 4.50 Masonry structure. Pipe
Thickness = 30mm
109 PC-202 121.650 1x1.2 9.00 4.80 Masonry structure. Pipe
Thickness = 70mm
110 PC-203 121.800 1x0.90 8.80 4.80 Masonry structure. Pipe
Thickness = 30mm
111 PC-204 121.900 1x1.2 9.10 5.20 Masonry structure. Pipe
Thickness = 70mm
112 PC-205 122.200 1x0.90 10.10 5.20 Masonry structure. Pipe
Thickness = 30mm
113 PC-206 122.500 3x0.90 10.10 5.30 Masonry structure. Pipe
Thickness = 30mm
114 PC-207 122.800 3x0.90 10.20 5.20 Masonry structure. Pipe
Thickness = 30mm
115 PC-208 123.100 1x0.90 8.80 4.00
Masonry structure. Pipe
Thickness = 30mm, Pipe on
downstream covered with
vegetation
78
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No Chainage
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriageway
Width
(Existing)
(in m.)
Remarks
116 PC-209 123.200 1x0.90 9.30 4.10 Masonry structure. Pipe
Thickness = 30mm
117 PC-210 123.600 1x0.90 12.00 5.50 Masonry structure. Pipe
Thickness = 30mm
118 PC-211 123.700 1x0.90 12.00 5.20 Masonry structure. Pipe
Thickness = 30mm
119 PC-212 123.800 1x0.90 12.00 5.00 Masonry structure. Pipe
Thickness = 30mm, Pipe Choke
up
120 PC-213 124.500 2x0.90 9.10 5.20 Masonry structure. Pipe
Thickness = 30mm
121 PC-214 124.600 1x0.90 9.10 5.00 Masonry structure. Pipe
Thickness = 30mm
122 PC-215 124.900 1x0.90 9.00 5.50 Masonry structure. Pipe
Thickness = 30mm
123 PC-216 125.100 1 x 0.90 9.10 5.20 Masonry structure. Pipe Choke
up
124 PC-217 125.150 1x0.90 9.00 5.20 Masonry structure. Pipe
Thickness = 30mm
125 PC-218 125.500 3x0.90 9.00 4.00 Masonry structure. Pipe
Thickness = 30mm
126 PC-219 125.600 1x0.90 9.20 4.00 Masonry structure. Pipe
Thickness = 30mm
127 PC-220 125.700 2x0.90 9.20 3.80 Masonry structure. Pipe
Thickness = 30mm
128 PC-221 126.000 1x0.90 9.20 3.80 Masonry structure. Pipe
Thickness = 30mm
129 PC-222 126.050 1x0.90 9.40 3.70 Masonry structure. Pipe
Thickness = 30mm, Pipe Choke
up
130 PC-223 126.200 6x1.20 9.20 3.80 Masonry structure. Pipe
Thickness = 70mm
131 PC-224 126.600 3x0.90 9.10 3.80 Masonry structure. Pipe
Thickness = 30mm
132 PC-225 126.800 1x0.90 9.00 4.80 Masonry structure. Pipe
Thickness = 30mm
133 PC-226 127.200 3x1.2 9.00 3.80 Masonry structure. Pipe
Thickness = 70mm
79
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No Chainage
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriageway
Width
(Existing)
(in m.)
Remarks
134 PC-227 127.400 1x0.90 9.00 3.80 Masonry structure. Near
Sahyadri School Anuskura Pipe
Thickness = 30mm
135 PC-228 127.600 1x0.90 9.20 3.80 Masonry structure. Pipe
Thickness = 30mm
136 PC-229 127.900 7x1.2 10.00 4.00 Masonry structure. Pipe
Thickness = 30mm
137 PC-230 128.300 1x0.90 10.00 3.80 Masonry structure. Pipe
Thickness = 30mm
138 PC-231 128.400 1x0.90 10.30 3.80 Masonry structure. Pipe
Thickness = 30mm
139 PC-232 128.500 1x0.90 10.20 3.80 Masonry structure. Pipe
Thickness = 30mm
140 PC-233 128.700 3x0.90 10.30 3.80 Masonry structure. Pipe
Thickness = 30mm
141 PC-234 129.000 4x0.90 10.20 3.70 Masonry structure. Pipe
Thickness = 30mm
142 PC-235 129.200 1x0.90 10.40 3.80 Masonry structure. Pipe
Thickness = 30mm
B) List of slab/ box culverts
Table 2-11: Slab Culvert in Project Stretch from Kokrud to Anuskura
Sr.
No
Culvert
No
Name
of
River
Chainage
Span
Arrangement
Existing
(in m.)
Total
Length
(in m.)
Carriageway
Width
(Existing)
(in m.)
Remarks
1 SC-08 Stream 84.200 1 x 4.7 5.50 11.4 Masonry substructure &
RCC superstructure
2 SC-09 Stream 98.600 1 x 4.7 5.40 7.8 RCC /PCC substructure &
RCC superstructure
3 SC-10 Stream 101.300 1 x 2.8 3.40 10.2 RCC /PCC substructure &
RCC superstructure
4 SC-11 Stream 106.600 1 x 4.4 5.20 7.7 RCC /PCC substructure &
RCC superstructure
5 SC-12 Stream 123.400 1 x 5.6 6.00 7.7 RCC /PCC substructure &
RCC superstructure
80
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Name
of
River
Chainage
Span
Arrangement
Existing
(in m.)
Total
Length
(in m.)
Carriageway
Width
(Existing)
(in m.)
Remarks
6 SC-13 Stream 124.300 1 x 2.4 3.50 8.3 RCC /PCC substructure &
RCC superstructure
2.3.8 Junctions
Project road crosses many important roads. These junctions become major points of
traffic diversions and inclusions. Crossings where a National or State Highway
crosses project road is termed as Major Junction. Other crossings with minor roads
are described as Minor Junctions. Following is the list of major and minor junctions
on project road alignment. These would be developed as per specifications.
Table 2-12: Junction in Project Stretch from Kokrud to Anuskura
Sr.
No.
Existing
Chainage
(km)
Junction
Type Side
Major/
Minor Cross Road To
1 84.355 T Left Major Kolhapur
2 86.100 T Left Minor Turukwadi
3 90.600 T Left Minor Ameni
4 92.400 T Right Minor Altur
5 97.280 X Both Minor LHS-Gadewadi
RHS- Kadave
6 97.500 T Left Minor Gadewadi
7 98.680 Y Right Major Amba
8 98.950 T Left Major Kolhapur
9 110.876 T Right Minor Vishalgad
10 118.450 T Right Minor Vishalgad
11 126.600 T Left Major Kolhapur
81
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
CHAPTER 3
TRAFFIC SURVEYS AND ANALYSIS
3.1 General
Following figure depicts the location of project road alignment in regional context.
Figure 3-1 Location of Project Road in Regional Transportation Network
Project road alignment from Vita to Anuskura runs in East-West direction for all
practical purpose.
It can be observed from above that project alignment from Vita to Anuskura runs like
a feeder road to three very important National Highways which provide important
North- South Connectivity in region. These are
1. NH-4- Connecting Mumbai to Bangalore (Karnataka) and then to South. It has
been widened to four lane in most part of its alignment. This is main North –
South Connectivity in Region.
2. NH-66 (Old NH-17) – Mumbai Goa Highway. NH-66 runs parallel to west coast
line in Konkan region and connects Mumbai to Goa and then down south in
Kerala. It has been four laned in some parts of alignment but majority of length is
still two lanes. There are issues of land and clearances in various parts of
alignment in State of Maharashtra, Goa and Kerala. The road has many
bottlenecks and notorious for high number of fatal road accidents.
Currently private / state transport service vehicles form Ratnagiri, Rajapur, Oras,
Goa travel via Amba Ghat to Kolhapur and take NH-4 to reach Pune & Mumbai
82
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
due to poor condition of NH-66. Part of this traffic will divert on PN-10 to get
access to NH-4.
3. NH-204 - This National Highway connects Ratnagiri, Kolhapur, Miraj, Solapur,
Latur, Nanded, Yavatmal, Wardha and Nagpur. It entirely runs within
Maharashtra. Its stage wise Four laning is in progress under national highway
mega projects for upgradation to 4-lane standard.
Upgradation of Project road (SH-150) would improve the connectivity of area to
these main arterial roads and boost various socio-economic activities. It will also
integrate the regional network for improving overall network efficiency.
Following can be listed as the important gains from upgradation of project road from
Vita to Anuskura (Anuskura to Pawas is being taken up in another package)
• Better connectivity of Konkan region to Western Maharashtra
• Additional link between NH66 to AH-47
• Additional link to proposed National Highway from Ratnagiri to Nagpur
• Will reduce traffic burden on Amba Ghat section. Traffic towards south
Konkan region i.e. Rajapur, Oras, Kankawali will divert from Amba Ghat.
• Will reduce distance for Goods Traffic from Vijaydurg Seaport to AH-
47/western Maharashtra
• Will facilitate better alternate route to Tourism traffic of part of Satara,
Sangli & Kolhapur district to Pavas, Tarkarli, Kunkeshwar, Oras
Upgradation of project road will also boost the connectivity to following important
places in region.
Pavas, Kunkeshwar and Shirala - Holi places of Hindu religion where large
number of religious tourists gather during festive seasons.
Rajapur - Major town connecting to interior of Konkan (Purnagad, Ambolgad,
Vijaydurg & Devgad) from NH-66
Oras - District capital of Sindhudurg
Devgad - Farming hub of Mangoes famous as “Devgad Hapus”.
Traffic is demand part of any road project. End user of project road is primarily
traffic. Thus, it is very important to understand various parameters of traffic demand.
These parameters can be listed as under
• Traffic Volume
83
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
• Variations (Daily and Hourly)
• Modal Split of traffic
• Turning movements at junctions
• Origin and destination pairs
These parameters have direct influence on design, maintenance and operation of the
project road. Therefore, as a part of preparation of Detailed Project Report for
widening and strengthening of road from Vita to Anuskura (km 0.000 to km
133.400) traffic studies have been conducted to capture above traffic parameters and
characteristics. The following sections of this chapter describe methodology and
results of the traffic studies that shall form part of inputs detailed design and
economic evaluation of the proposed design for the project road.
This chapter describes various surveys conducted on project road and analysis
thereof.
The results of analysis will form the inputs for developing capacity augmentation
proposals for the project road along with design of the pavement, wayside amenities
and enhancement of other facilities, as well as economic analysis.
3.2 Homogeneous Section
During the reconnaissance survey, various parameters of project road like traffic
condition, road configuration, terrain etc. were observed. Based on these parameters
project road has been divided into following homogeneous sections.
Project road from Vita to Anuskura has been divided into two parts namely as under
Table 3-1 : Homogeneous Sections of Project Road
Sr. No.
Homogeneous Section
Length
(Km) Remarks
1 Vita to Kundal 23 Two Lane road configuration.
Medium Traffic
2 Kundal / Takari to Islampur 14 Two Lane road configuration. Sugar
factory area. High traffic
3 Peth to Malkapur 48.5 Two Lane to intermediate lane configuration. Medium Traffic.
4 Malkapur to Anuskura 35.9 Single lane configuration. Light
traffic
84
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
These sections are depicted in following figure.
Figure 3-2 Homogeneous Sections
Following traffic surveys are conducted in each of these sections as per TOR
a) Classified Traffic Volume
b) Origin Destination Survey
c) Axle Load Survey
In addition to above speed delay and roughness survey has been done for entire
length of project road alignment.
3.3 Traffic surveys
3.3.1 Type of Traffic Surveys
Following traffic surveys have been conducted on project road at various locations:
• Classified Directional Midblock Traffic Volume Count (CVC)
• Origin and Destination Survey (OD)
• Turning Movement Count Survey (TMC)
• Axle Load
• Speed Delay
• Pedestrian Count at Built up area
85
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
The location of surveys and formats for recording data were identified and prepared
in accordance with guidelines provided in IRC-SP-19-2001 - Manual for Survey,
Investigation and Preparation of Road Projects.
The same where submitted to client for their reference and necessary approval.
3.3.2 Traffic Surveys: Selection of Locations
In order to fix the traffic survey locations, the Consultant team made a detailed
reconnaissance along the project road and adjoining areas prior to start of survey.
The locations of the traffic surveys were selected on the basis of the existing road
network. The location was also selected on the basis of the following criteria:
3.3.3 Location of Classified Directional Midblock Count
• The station is representative of the related homogeneous traffic section
• It is outside urban and local influence area
• It has good visibility
• Away from any potential disturbance
• There is adequate space for establishing the count station at a safe distance
from vehicle path.
3.3.4 Location of Traffic Origin – Destination Survey
• The station is representative of the related homogeneous traffic section
• It is outside urban and local influence area
• It has good visibility
• It has sufficient space to stop vehicle for road side interview without
disturbing existing traffic on the road.
3.3.5 Location of Turning Movement Survey
Location of turning movement survey was selected at major junction
3.3.6 Traffic Surveys Locations
As discussed previously Classified Volume Count (CVC), Origin & Destination and
Axle load survey were done at all four homogeneous sections. Based on the criteria
discussed in previous sections Survey locations were selected as. Following table
gives details of survey locations.
86
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150
(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Table 3-2 : Traffic Survey Locations
Survey Type
Location 1
Location 2
Location 3
Location 4
Location 5
Location 6
Location 7
CTV
After Junction with Satara -
Tasgaon road near km 18
After Borgaon near Km 38
Just Before Start of Shirala Bypass
at km 61
Before Manjre Village near Km
117
Turning
Movement
Start point Junction Vita at
km 1.5
Junction at Km 18. with Satara
Tasgaon Road
KM 23. Junction with Karad
Tasgaon Road Kundal
Km 31. Junction with Karad
Tasgaon Road at Takari
Km 49. Peth Junction, With
NH-4
Km 81, Kokrud Junction
Km 97.5 Junction with Ambaghat road (NH-204)
first junction after Kadvi river bridge
Origin -
Destination
After Junction with Satara -
Tasgaon road near km 18
After Borgaon near Km 38
Just Before Start of Shirala Bypass
at km 61
Before Manjre Village near Km
117
Axle Road
After Junction with Satara -
Tasgaon road near km 18
After Borgaon near Km 38
Just Before Start of Shirala Bypass
at km 61
At Malkapur junction km 98
Before Manjre Village near Km
117
Locations of above surveys are depicted in following figure.
87
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(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 3-3 Traffic Survey Locations
88
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
3.4 SURVEY METHODOLOGY
All surveys have been done as per guideline provided in TOR and IRC-SP-19-2001 -
Manual for Survey, Investigation and Preparation of Road Projects. Care has been
taken to collect strong representative sample of traffic survey.
3.4.1 Classified Traffic Volume Counts, OD, Axle & TMC
In the homogeneous section mentioned heretofore, a midblock count survey was
conducted continuously for 15 consecutive days and 24 hours a day as per Terms of
Reference (TOR). The survey was conducted by ATCC system of Pneumatic Tube
Detector. In this method traffic is counted automatically based on air pressure pulse
which is created when an axle passes over the tube which is connected to ATCC
machine. These surveys were supported by manual surveys as well.
Traffic survey is then classified on the basis of gap in air pressure pulse.
Other surveys like Origin- Destination, Turning Movement, Axle Load were done
with conventional method using manual enumerators. Police assistance was obtained
for OD and Axle load survey for which stoppage of vehicle in required.
Following photographs illustrate various traffic surveys being done on field.
Figure 3-4 TMC at various locations
Figure 3-5 OD Survey at various locations
89
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 3-6 Axle Load Survey in progress at various locations
Figure 3-7 CVC Survey by ATCC machine
Figure 3-8 BBD Survey at various locations
90
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
In case of manual surveys the enumerators were deployed in shifts. The count data
were recorded at 15-minute intervals for each vehicle group in each direction. The
counting was done as per the vehicle classification system provided in Table below.
Table 3-3 : Vehicle classification system
Motorized Traffic Non-Motorized Traffic
2-Wheeler Bi-Cycle
3-Wheeler Cycle-Rickshaw
Passenger Car Animal Drawn Vehicle (ADV)
Utility Vehicle (Jeep, Van etc.) Hand Cart
Other Motorized Vehicle
Bus Mini Bus
Standard Bus
LCV LCV – Passenger
LCV – Freight
Truck MCV 2-Axle Rigid Chassis
HCV 3 – Axle Rigid Chassis
MAV Semi – Articulated
Articulated
Collected data was scrutinized for errors and omissions and same was sanctified
before taking as input to Analysis
3.5 Survey Schedule
Traffic Surveys were carried out as per the specifications and guidelines provided in
TOR. Following table provides schedule of traffic survey.
Figure 3-9 Roughness Survey by Bump integrator
91
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Table 3-4 : Traffic Survey Schedule
Name of
Survey Location of survey
Period of Survey From To
CVC At Km 18, Km38, Km 61, Km 117 30-03-2017 18-04-2017
OD At Km 18, Km38, Km 61, Km 100, Km 117 05-04-2017 08-04-2017
TMC Km 0.9 at Vita, Km 18 Tasgaon- Satara Road, Km 23 Kundal Phata, Km 31 Takari Phata, Km
45 Peth Naka, Km 98 Malkapur 27-03-2017 01-04-2017
Axle Load At Km 18, Km38, Km 61, Km 117 05-04-2017 07-04-2017
3.6 DATA ANALYSIS – CLASSIFIED TRAFFIC VOLUME COUNT
Location wise traffic analysis is presented in following sections.
3.6.1 Daily Variation of Traffic
The daily variations of traffic volume are presented in figure below. It can be
observed that day to day variation in traffic numbers is not high. This reflects typical
rural highway phenomenon.
Figure 3-10 Daily Variation of Traffic at km 18
Figure 3-11 Daily Variation of Traffic at km 38
3346
4345
5238
8453
61606627
6114
3091
40064734
7678
5692 5814 5657
2870
100
1100
2100
3100
4100
5100
6100
7100
8100
9100
No
. o
f V
eh
icle
s
Day
101889646 9344 9718
80777147
1134610841
8531 8440 8622
7258 7295
100309129
100
2100
4100
6100
8100
10100
12100
No
. o
f V
eh
icle
s
Day
92
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 3-12 Daily Variation of Traffic at km 61
Figure 3-13 Daily Variation of Traffic at km 117
It can be observed that except at Km 18, there is little variation in daily traffic. It shows
primarily rural set up in project road vicinity.
3.6.2 Hourly Distribution of Traffic
Hourly traffic volume for 24 hours was plotted to understand the hourly variation of
the traffic on the stretch. The same is presented in table given below.
8114 78867443
78667163 7095
6144
7489 72916863
72686643 6549
6022
7180
100
1100
2100
3100
4100
5100
6100
7100
8100
9100
No
. o
f V
eh
icle
s
Day
777
660
770 776
852
752
867904
732764 768
844
752
853899
100
200
300
400
500
600
700
800
900
1000
No
. o
f V
eh
icle
s
Day
93
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Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150
(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Table 3-5 : Hourly Variation of Traffic @ Km 18
Time Day 1 Day 2 Day 3 Day 4 Day 5 Day 6 Day 7 Day 8 Day 9 Day
10 Day 11
Day
12 Day
13 Day
14 Day
15 Average
08 - 09 177 242 201 572 344 231 289 156 211 176 492 297 200 253 181 268
09 - 10 223 336 248 550 498 106 280 223 336 248 550 498 106 280 198 312
10 - 11 238 275 318 282 239 133 453 210 241 282 247 211 118 399 164 254
11 - 12 285 286 201 311 343 55 452 307 311 223 339 372 64 487 373 294
12 - 13 174 281 214 533 342 60 410 195 319 243 600 386 74 457 179 298
13 - 14 144 271 178 480 336 45 364 134 249 165 439 307 42 336 156 243
14 - 15 160 299 162 412 365 49 308 196 353 192 487 430 61 363 159 266
15 - 16 175 279 130 565 369 47 350 220 343 161 685 451 63 426 218 299
16 - 17 183 303 162 499 300 50 525 166 276 150 454 276 49 479 145 268
17 - 18 229 266 208 636 683 52 694 198 231 180 548 587 47 596 156 354
18 - 19 229 143 235 632 556 111 527 141 90 144 375 332 70 314 121 268
19 - 20 206 105 215 418 438 207 384 181 86 172 360 400 184 350 148 257
20 - 21 175 408 262 423 167 447 158 92 207 137 216 88 227 85 77 211
21 - 22 131 391 312 338 170 457 109 116 339 271 292 148 395 97 108 245
22 - 23 83 130 303 363 112 591 109 65 101 231 277 87 449 87 75 204
23 - 00 74 45 204 139 101 574 67 62 38 167 115 84 465 57 54 150
00 - 01 34 20 154 254 71 518 55 31 24 164 238 68 485 55 38 147
01 - 02 16 31 181 103 69 404 51 16 29 159 91 62 349 46 23 109
02 - 03 14 8 121 113 74 605 54 20 14 138 128 88 656 64 18 141
03 - 04 18 11 171 91 62 430 67 18 11 163 87 58 414 63 15 112
04 - 05 24 22 214 132 94 328 56 24 21 198 118 84 301 51 24 113
05 - 06 45 30 346 128 114 392 64 44 29 311 119 105 351 61 37 145
06 - 07 103 62 227 155 154 401 124 87 53 199 124 129 335 105 87 156
07 - 08 206 101 271 324 159 334 165 189 94 260 297 144 309 147 116 208
Total 3346 4345 5238 8453 6160 6627 6115 3091 4006 4734 7678 5692 5814 5658 2870
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Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150
(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Table 3-6 : Hourly Variation of Traffic @ Km 38
Time Day 1 Day 2 Day 3 Day 4 Day 5 Day 6 Day 7 Day 8 Day 9 Day
10 Day 11
Day
12 Day
13 Day
14 Day
15 Average
08 - 09 37 557 523 515 493 258 605 232 463 346 427 408 283 507 194 390
09 - 10 32 610 590 614 592 289 726 200 522 466 525 505 344 619 179 454
10 - 11 36 729 692 697 660 363 837 202 651 539 621 587 426 745 181 531
11 - 12 242 664 695 671 711 383 752 297 807 720 817 863 647 912 363 636
12 - 13 632 648 620 656 652 366 725 625 637 533 644 640 498 700 627 614
13 - 14 381 639 615 635 623 331 678 274 454 460 454 445 289 488 201 464
14 - 15 460 586 576 661 606 305 714 476 605 631 677 623 458 732 497 574
15 - 16 552 581 556 553 526 326 603 585 614 658 586 558 446 643 624 561
16 - 17 572 584 568 556 613 356 644 466 471 498 449 498 350 522 382 502
17 - 18 623 634 609 682 390 474 681 562 566 629 605 321 403 604 513 553
18 - 19 669 696 640 674 387 751 734 471 490 533 475 270 530 515 335 545
19 - 20 668 676 657 683 357 704 686 516 519 557 524 262 542 529 401 552
20 - 21 550 556 577 569 300 673 627 405 415 480 422 243 501 475 306 473
21 - 22 540 441 404 460 236 518 558 435 367 375 384 180 432 444 355 409
22 - 23 469 282 265 299 174 435 505 454 276 306 292 167 425 487 440 352
23 - 00 419 160 130 128 110 250 352 338 129 125 103 90 200 283 273 206
00 - 01 415 92 76 77 95 58 157 382 87 88 75 90 94 149 352 152
01 - 02 404 37 27 29 36 32 67 425 39 28 31 36 59 62 450 117
02 - 03 428 18 22 21 28 19 41 489 25 14 31 37 58 55 557 123
03 - 04 412 11 15 17 24 21 25 349 11 8 16 20 36 23 297 86
04 - 05 317 30 31 30 34 25 36 347 33 26 36 37 40 40 380 96
05 - 06 325 26 27 47 38 24 62 370 30 18 42 35 30 43 437 104
06 - 07 467 92 110 116 97 49 163 371 81 101 103 87 52 151 305 156
07 - 08 538 297 319 328 295 137 368 477 239 301 283 256 152 302 480 318
Total 10188 9646 9344 9718 8077 7147 11346 9748 8531 8440 8622 7258 7295 10030 9129
95
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(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Table 3-7 : Hourly Variation of Traffic @ Km 61
Time Day 1 Day 2 Day 3 Day 4 Day 5 Day 6 Day 7 Day 8 Day 9 Day
10 Day 11
Day
12 Day
13 Day
14 Day
15 Average
08 - 09 499 582 531 563 531 461 450 522 605 551 585 547 484 442 595 530
09 - 10 530 500 444 462 484 431 418 519 501 445 462 485 423 441 461 467
10 - 11 522 487 483 493 408 401 425 515 479 475 483 403 402 408 626 467
11 - 12 548 494 468 542 390 426 379 567 516 484 566 399 437 408 555 479
12 - 13 563 554 501 522 461 457 386 498 488 440 464 408 409 361 503 468
13 - 14 622 594 609 544 507 346 442 511 489 501 447 418 289 410 511 483
14 - 15 602 571 476 513 522 458 375 704 669 553 602 613 535 423 711 555
15 - 16 513 482 422 500 449 490 327 526 501 439 518 464 504 350 495 465
16 - 17 432 299 306 336 305 334 221 350 245 250 275 252 278 202 299 292
17 - 18 327 236 203 229 229 258 156 314 227 194 220 220 246 156 329 236
18 - 19 214 139 136 126 160 202 100 161 106 104 98 121 149 95 134 136
19 - 20 84 63 64 87 102 92 47 81 62 63 83 100 85 54 67 76
20 - 21 38 31 33 49 51 42 29 30 25 27 40 41 37 26 26 35
21 - 22 16 21 23 31 37 20 28 16 20 23 31 36 20 28 16 24
22 - 23 20 13 11 20 36 22 39 20 13 11 20 36 22 39 31 24
23 - 00 26 23 28 32 48 25 25 24 22 26 29 42 22 25 28 28
00 - 01 26 42 33 23 32 47 31 23 37 29 22 27 43 31 27 32
01 - 02 56 70 75 57 62 82 53 49 62 67 51 55 69 52 57 61
02 - 03 146 189 246 199 195 194 161 163 207 267 221 218 219 169 159 197
03 - 04 262 327 305 302 285 292 246 212 261 247 245 232 237 226 179 257
04 - 05 405 468 441 421 422 422 373 353 406 388 366 366 368 372 307 392
05 - 06 560 586 580 626 465 555 479 444 465 461 499 373 442 433 348 488
06 - 07 585 551 513 581 477 549 514 491 460 431 484 401 456 496 403 493
07 - 08 521 564 512 608 505 489 440 399 425 387 457 386 373 375 316 450
Total 8117 7886 7443 7866 7163 7095 6144 7492 7291 6863 7268 6643 6549 6022 7183
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Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150
(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Table 3-8 : Hourly Variation of Traffic @ Km 117
Time Day 1 Day 2 Day 3 Day 4 Day 5 Day 6 Day 7 Day 8 Day 9 Day
10 Day 11
Day
12 Day
13 Day
14 Day
15 Average
08 - 09 71 64 57 60 59 54 64 67 72 58 57 59 54 62 66 62
09 - 10 54 41 62 64 63 67 72 70 43 61 63 62 65 71 68 62
10 - 11 78 59 78 78 80 80 83 78 67 82 83 84 87 88 83 79
11 - 12 73 70 59 70 72 69 78 64 71 58 67 69 66 75 62 68
12 - 13 58 43 62 55 43 57 68 71 44 56 50 41 54 63 66 55
13 - 14 90 40 59 67 63 81 87 78 51 60 67 66 78 83 77 70
14 - 15 40 58 38 50 80 57 48 73 73 44 57 89 64 54 83 61
15 - 16 46 45 52 57 85 58 52 59 48 50 53 78 54 49 55 56
16 - 17 53 43 59 72 58 51 48 62 42 53 65 52 48 46 57 54
17 - 18 42 30 57 41 45 46 55 49 36 61 44 44 45 54 49 47
18 - 19 47 34 67 30 51 33 44 40 34 59 28 47 31 41 37 42
19 - 20 32 25 24 39 29 33 27 44 26 23 36 26 32 27 41 31
20 - 21 17 11 22 19 16 19 22 16 14 24 23 19 23 27 19 19
21 - 22 12 13 11 14 16 12 7 16 15 11 14 16 12 7 16 13
22 - 23 4 14 2 5 16 3 23 15 16 3 7 19 4 26 18 12
23 - 00 4 7 5 5 8 8 3 6 10 7 6 11 10 4 10 7
00 - 01 4 6 0 3 3 3 10 8 9 0 5 3 5 12 11 5
01 - 02 1 2 4 0 4 0 5 5 3 4 0 5 0 6 5 3
02 - 03 0 1 1 2 2 0 3 2 2 1 2 2 0 3 2 2
03 - 04 4 2 2 1 1 0 0 1 3 2 1 1 0 0 1 1
04 - 05 2 0 1 0 0 0 0 0 0 2 0 0 0 0 0 0
05 - 06 1 0 1 2 1 1 0 5 1 1 2 1 1 0 5 1
06 - 07 8 9 5 9 7 5 13 11 12 5 9 7 5 12 9 8
07 - 08 36 43 43 34 50 15 56 73 40 40 30 43 14 49 63 42
Total 777 660 771 777 852 752 868 913 732 765 769 844 752 859 903
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
It can be observed that the traffic volume is high during day time while it reduces in
the night hours. Traffic movement is resumed from 6 am in the morning. This is also
a typical rural road traffic pattern.
Figure 3-14 Hourly Variation at Km 18
Figure 3-15 Hourly Variation at Km 38
268
312
254
294298
243
266
299
268
354
268257
211
245
204
150147
109
141
112113
145156
208
0
50
100
150
200
250
300
350
400
Tra
ffic
(
No.)
Time
390
454
531
636614
464
574561
502
553545552
473
409
352
206
152117123
86 96 104
156
318
0
100
200
300
400
500
600
700
Tra
ffic
(
No
.)
Time
98
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Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 3-16 Hourly Variation at Km 61
Figure 3-17 Hourly Variation at Km 117
Based on above graphs it was observed that there is no well-defined peak. Traffic
reduces considerably in night. This also a rural pattern which project road is
following.
3.6.3 Traffic Composition
Composition of traffic in terms of modes of vehicles is important characteristic of
traffic.
Composition of traffic as observed at the count stations are presented below. It may
be observed that out of total traffic (vehicles), two-wheeler has highest share as a
single entity at all locations. Car traffic forms about 18 to 25% of the total traffic.
Share of commercial vehicles (LCV, 2-Axle and Multi axle vehicles) is low at km 18
and 38 but it is high at location km 61 and km 117. At km 117 share of commercial
traffic is as high as 49%. Following graph depict modal share of vehicles on project
530
467467479468483
555
465
292
236
136
7635 24 24 28 32
61
197
257
392
488493450
0
100
200
300
400
500
600
Tra
ffic
(
No
.)
Time
62 62
79
68
55
70
6156 54
4742
31
19
13 127 5
3 2 1 0 1
8
42
0
10
20
30
40
50
60
70
80
90
Tra
ffic
(
No
.)
Time
99
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
road.
Figure 3-18 Modal Split of traffic at km 18
Figure 3-19 Modal Split of traffic at km 38
60.3%
0.9%
24.2%
1.6%
1.2%
6.8% 2.7%
0.5%
0.3% 0.1%
0.0% 0.0%
Two Wheeler
Three Wheeler
Cars/Vans/ Jeeps
S.T. Bus
Buses
LCV
2 - AxleTrucks3 Axle Trucks
4 - 6 Axle Trucks, HCM,EME, MAVTractors
Tractors with Trailer
Cycle
Bullock/ Camel Cart
Army/ Govt Vehicles/Ambulance
66.9%
0.4%
19.4%
0.7%0.5%
5.4%1.5%
0.6%
1.6% 0.0%
0.0%0.0%
Two Wheeler
Three Wheeler
Cars/Vans/ Jeeps
S.T. Bus
Buses
LCV
2 - AxleTrucks3 Axle Trucks
4 - 6 Axle Trucks, HCM,EME, MAVTractors
Tractors with Trailer
Cycle
Bullock/ Camel Cart
Army/ Govt Vehicles/Ambulance
100
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 3-20 Modal Split of traffic at km 61
Figure 3-21 Modal Split of traffic at km 117
60.9%
0.4%
15.6%
0.8%
0.5%
13.3%
3.8%
1.0%
2.1% 0.0%
0.0%0.0%
Two Wheeler
Three Wheeler
Cars/Vans/ Jeeps
S.T. Bus
Buses
LCV
2 - AxleTrucks3 Axle Trucks
4 - 6 Axle Trucks, HCM,EME, MAVTractors
Tractors with Trailer
Cycle
Bullock/ Camel Cart
Army/ Govt Vehicles/Ambulance
41.2%
0.2%6.0%
0.3%2.0%
21.8%
21.0%
0.5%
5.4% 0.7%
0.3%
0.1%
Two Wheeler
Three Wheeler
Cars/Vans/ Jeeps
S.T. Bus
Buses
LCV
2 - AxleTrucks
3 Axle Trucks
4 - 6 Axle Trucks, HCM,EME, MAV
Tractors
Tractors with Trailer
Cycle
Bullock/ Camel Cart
Army/ Govt Vehicles/Ambulance
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
3.6.4 Directional Distribution of Traffic
In normal corridors, directional distribution is balanced. Traffic on both direction is
almost equal. Deviation occurs when road network becomes part of some ring
network where one direction traffic returns by some other route. Directional split of
traffic for project road is shown as under.
Figure 3-22 Directional Distribution at km 18
Figure 3-23 Directional Distribution at km 38
Vita to Kundal60%
Kundal to Vita40%
Vita to Kundal Kundal to Vita
Vita to Islampur44%
Islampur to Vita56%
Vita to Islampur Islampur to Vita
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 3-24 Directional Distribution at km 61
Figure 3-25 Directional Distribution at km 117
The directional distribution analysis indicated that average daily traffic is balanced
and within expected limit.
Vita to Kokrud48%
Kokrud to Vita52%
Vita to Kokrud Kokrud to Vita
Malkapur to Anuskura
50%
Anuskura to Malkapur
50%
Malkapur to Anuskura Anuskura to Malkapur
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
3.6.5 Average Daily Traffic
Traffic data was collected collated and checked for obvious errors and then was
computerized and analyzed using spreadsheet. Following table provides classified
average daily traffic (ADT) at respective survey locations on project road.
Table 3-9 : Average Daily Traffic (Nos) @ km 18
Passenger Vehicles
Vehicle Type ADT (No)
Two-Wheeler 3209
Three-Wheeler 50
Cars/Vans/ Jeeps 1286
S.T. Bus 87
Buses 66
Goods Vehicles
LCV 363
2 Axle Trucks 142
3 Axle Trucks 24
4 - 6 Axle Trucks, HCM, EME, MAV 17
Tractor 22
Tractors with Trailer 52
Table 3-10 : Average Daily Traffic (Nos)@ km 38
Passenger Vehicles
Vehicle Type ADT (No)
Two-Wheeler 5999
Three-Wheeler 33
Cars/Vans/ Jeeps 1742
S.T. Bus 61
Buses 48
Goods Vehicles
LCV 484
2 Axle Trucks 134
3 Axle Trucks 57
4 - 6 Axle Trucks, HCM, EME, MAV 146
Tractor 133
Tractors with Trailer 130
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Table 3-11 : Average Daily Traffic (Nos) @ km 61
Passenger Vehicles
Vehicle Type ADT (No)
Two-Wheeler 4344
Three-Wheeler 29
Cars/Vans/ Jeeps 1110
S.T. Bus 59
Buses 39
Goods Vehicles
LCV 947
2 Axle Trucks 274
3 Axle Trucks 68
4 - 6 Axle Trucks, HCM, EME, MAV 152
Tractor 50
Tractors with Trailer 61
Table 3-12 : Average Daily Traffic (Nos) @ km 117
Passenger Vehicles
Vehicle Type ADT (No)
Two-Wheeler 329
Three-Wheeler 2
Cars/Vans/ Jeeps 48
S.T. Bus 2
Buses 16
Goods Vehicles
LCV 174
2 Axle Trucks 168
3 Axle Trucks 4
4 - 6 Axle Trucks, HCM, EME, MAV 43
Tractor 2
Tractors with Trailer 2
3.6.6 Turning Movement
Turning movement survey was also conducted at select major junctions. Summary
analysis of traffic movement at these junctions is shown in following figure.
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 3-26 TMC at Vita Chowk
Figure 3-27 TMC at Balwadi
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 3-28 TMC at Kundal Phata
Figure 3-29 TMC at Takari Junction
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 3-30 TMC at Peth Naka
Figure 3-31 TMC at Malkapur
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
3.6.7 Origin Destination Survey
3.6.7.1 Data Validation
The collected data were entered into the computer and checked manually. Incorrect
entries were corrected by cross-checking it with original field data sheets. The data
was also checked for inconsistencies.
3.6.7.2 Zoning System
For understanding the spatial dimensions of the trip characteristics of the vehicles
interviewed during the O-D survey, a scientifically derived zoning system was
adopted.
While defining zone boundaries, the following were considered:
� Important towns and industrial centres along the project corridor.
� Administrative boundaries of district and state boundaries.
� Configuration of the project roads in the regional road network with respect
to other National Highways.
Following figure shows zoning system for O-D coding
Figure 3-32 Zoning system for OD Coding
Total stretch of road is divided into four zones. Zone 1 consists of coding 1to 99,
zone 2- 100 to 199, zone 3- 200 to 299 and zone 4- 300 to 399. Separate coding is
given for main cities in Maharashtra and states in the country. The following table
presents location and its respective code.
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Table 3-13 : Zoning System considered for the study
Code Name Code Name Code Name
1 Karad 39 Bombalewadi 78 Tal-Kavathe Mahankal
2 Ozarde 40 Koparde Haveli 79 Shirdhon
3 Kadegaon 41 Belavade 80 Kumathe
4 Gavdi 42 Vihapur 81 Balawadi
5 Dhawaleshwar 43 Nimsod 83 Adampur
6 Bhalvani Vita 44 Saspade 84 Mhaswad
7 Vadacha Mala 45 Tondoli 85 Pandharpur
8 Kamalapur 46 Upale 86 Kanegaon
9 Rampur 47 Yede 87 Wathar
10 Deshmukh Nagar 48 Hingangaon Bk 88 Atpadi
11 Deorashtre 49 Varade 100 Belawade Bk
12 Mohityanche Vadgaon 50 Kotawade 101 Rethare Budruk
13 Asad 51 Tasgaon 102 Narayanwadi
14 Wajegaon 52 Khanapur 103 kodoli
15 Padali 53 Jath 104 Chachegaon
16 Sonkire 54 Kavathe Mahankal 105 Dhondewadi
17 Chinchani Ambak 55 Bhose 106 Ond
18 Chinchani Wagni 56 Sangola 107 Kasegaon
19 Vangi 57 Karanje 108 Wategaon
20 Nevari 58 Ped 109 Bhairavwadi
21 Hanmantvadiye 59 Morale 110 Shalshirambe
22 Kherade Vita 60 Balagavade 111 Talgaon
23 Bhikawadi Khurd 61 Aravade 112 Kumbhargaon
24 Amrapur 62 Visapur 113 Kole
25 Soholi 63 Rajapur 114 Bhavaninagar
26 Chikhali 64 Palus 115 Dhebewadi
27 Shalgaon 65 Bambavade 116 Yedemachindra
28 Tadsar 66 Andhali 117 Bahe
29 Khambale Aundh 67 Alate 118 Gavhanwadi
30 Shirasgaon 68 Bamani 119 Patan
31 Sonsal 69 Renavi 120 Mangaon
32 Shenoli 70 Mangrul 121 Bahule
33 Wadgaon Haveli 71 Ghoti Khurd 122 Salave
34 Tembu 72 Savlaj 123 Takari
35 Riswad 73 Dhalgaon 124 Kedarwadi
36 Karawadi 74 Kamlapur 125 Salave
37 Umbraj 75 Kargani 126 Rethare Harnaksh
38 Vadoli Bhikeshwar 77 Anantpur 127 Ghogaon
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Code Name Code Name Code Name
128 Peth Naka 208 Kusalewadi 281 Mangale
129 Kasegaon 209 Gotewadi 282 Sarud
151 Sangli 210 Kalgaon 283 Arale
152 Ashta 211 Rethare 284 Biur
153 Bagani 212 Nile 285 Shahuwadi
154 kavalapur 213 Kosabi 286 Kande
155 Kasabe Digraj 214 Khadi Kolavan 300 Sakharpa
156 Miraj 215 Salavi Wadi 301 Vishalgad
157 Malgaon 216 Kokrud 302 Navadi
158 Jaysingpur 251 Kolhapur 303 Amba
159 Kumbhoj 252 Shiroli 304 Devrukh
160 Kavathesar 253 Gandhinagar 305 Lanja
161 Samdoli 254 Rajputwadi 306 Kurang
162 Kavathepiran 255 Kodoli 307 Pali
163 Bhilawadi 256 Talsande 308 Sangave
164 Walwa 257 Vathar 309 Rajapur
165 Navekhed 258 Peth Vadgaon 310 Lanja
166 Dudhondi 259 Waghawe 311 Ganpatipule
167 Kirloskarwadi 260 Shahapur 312 Yelvan
168 Kameri 261 Yelur 351 Kagal
169 Tujarpur 262 Vashi 352 Koganoli
170 Nagaon Nimani 263 Chikurde 353 Pimpalgaon Khurd
171 Amanapur 264 Bambavade 354 Vhanali
172 Nandre 265 Karanjoshi 355 Parite
173 Bedag 266 Shirgaon 356 Murgud
174 Mhaisal 267 Ichalkaranji 357 Saundalga
175 Yedenipani 268 Nandani 358 Akol
176 Borgaon 269 Borgaon 359 Chikodi
178 Islampur 270 Shira wad 360 Gaganbawda
179 June Khed 271 Sadalga 361 Koparade
180 Nave Khed 272 Hupari 362 Bajar Bhogaon
200 Shirala 273 Karadga 363 Borivade
201 Red 274 Chikhali 364 Shirale
202 Tadavale 275 Sagaon 365 Pendakhale
203 Padliwadi 276 Shirale Khurd 366 Panchal
204 Shirashi 277 Warana Nagar 367 Khokurle
205 Yelapur 278 Malkapur 368 Manjare
206 Bamnoli 279 Bahadurwadi 369 Mosam
207 Shittur 280 Tandulwadi 370 Girgaon
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Code Name Code Name Code Name
1001 Pune 2004 Jammu and Kashmir 3010 Tripura
1002 Mumbai 2005 Himachal Pradesh 3011 Manipur
1003 Nashik 3000 Uttarakhand 4000 Odisha
1004 Nagpur 3001 Uttar Pradesh 4001 Chhattisgarh
1005 Nanded 3002 Bihar 4002 Madhya Pradesh
1006 Latur 3003 Jharkhand 4003 Telangana
1007 Solapur 3004 West Bengal 4004 Andhra Pradesh
1008 Ratnagiri 3005 Assam 4005 Tamilnadu
1009 Beed 3006 Meghalaya 5000 Kerala
2001 Haryana 3007 Nagaland 5001 Karnataka
2002 Delhi 3008 Arunachal Pradesh 5002 Goa
2003 Punjab 3009 Mizoram
3.6.7.3 Development of O-D Matrices
Origin-Destination (O-D) matrices are developed to assess the traffic movement
pattern. These matrices provide distribution of trips for each zone as various inter-
zonal movements. The origins and destinations of various types of vehicles observed
at the O-D survey locations have been analyzed for O-D Matrices as per the Zoning
System presented above. In OD surveys questions regarding origin, destination, trip
purpose, frequency etc. were asked to analyses traffic data for various parameters.
Following tables present important aspect of OD survey analysis.
State-wise distribution of traffic is given in table below.
Table 3-14 : State wise distribution of traffic
State LCV 2-Axle
Truck
3 Axle
Truck
4-6 Axle
Trucks/HCM
/EME/MAV
Oversized
Vehicles
(>7axles)
Car/
Jeep/
Van
BUS Mini
Bus
MH 99.6% 95.1% 93.2% 94.2% 0.0% 98.9% 99.3% 0.0%
KA 0.2% 4.7% 3.4% 3.9% 0.0% 0.8% 0.7% 0.0%
TN 0.1% 0.0% 0.0% 1.9% 0.0% 0.0% 0.0% 0.0%
AP 0.0% 0.0% 0.0% 0.0% 0.0% 0.1% 0.0% 0.0%
CG 0.0% 0.0% 1.1% 0.0% 0.0% 0.1% 0.0% 0.0%
GA 0.0% 0.0% 0.0% 0.0% 0.0% 0.1% 0.0% 0.0%
GJ 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
RJ 0.0% 0.0% 2.3% 0.0% 0.0% 0.0% 0.0% 0.0%
KL 0.0% 0.0% 0.0% 0.0% 0.0% 0.1% 0.0% 0.0%
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Above table shows that most of the traffic belongs to Maharashtra state. Being in
proximity, a minimal traffic especially that of trucks comes from neighboring state of
Karnataka. Hence in growth projections of traffic factors of Maharashtra state should
be taken into consideration.
3.6.7.4 Commodity Type of commercial vehicles
Following table provides commodity type distribution of commercial vehicles
Table 3-15 : Commodity wise distribution of commercial vehicle
Commodity LCV 2-Axle
Truck 3 Axle
Truck
4-6 Axle
Trucks/ HCM/EM
E/MAV
Oversized
Vehicles
(> 7axles) Total
Empty 47.5% 50.8% 26.7% 38.5% 0.0% 47.0%
Vegetables/ Fruits/ Milk/ Fish 24.2% 8.6% 12.5% 3.7% 0.0% 16.4%
Leather 1.2% 1.0% 0.0% 0.0% 0.0% 1.0%
Textile Materials/Cotton 0.6% 0.8% 1.1% 0.0% 0.0% 0.7%
Drums/Tubes/Cables/Wire/Tiles 1.7% 0.8% 1.1% 0.0% 0.0% 1.2%
Food Grains (Rice/ Wheat/ etc.) 4.9% 3.1% 8.9% 14.6% 0.0% 5.0%
Sand/Cement/Aggregate/Steel/ Brick 5.1% 27.8% 16.7% 23.8% 0.0% 15.4%
Rubber/Wood/Tyre 1.0% 0.5% 0.0% 0.0% 0.0% 0.7%
Paint/Dyes 0.7% 0.0% 1.1% 0.0% 0.0% 0.4%
Fiber 0.1% 0.0% 0.0% 0.0% 0.0% 0.1%
Iron Coils 0.9% 0.0% 1.2% 0.0% 0.0% 0.5%
Petrol/ Diesel/Gas/LPG/Sulphur 1.1% 2.7% 17.2% 13.3% 0.0% 3.5%
Machines 1.0% 0.7% 1.1% 1.2% 0.0% 0.9%
Container 0.1% 0.0% 0.0% 0.0% 0.0% 0.1%
Pipe/Plastic 2.6% 0.7% 1.1% 0.0% 0.0% 1.6%
Chemicals & Fertilisers 1.8% 1.2% 8.0% 2.4% 0.0% 2.0%
Finished Consumer Goods 0.5% 0.2% 1.2% 0.0% 0.0% 0.4%
Industrial Goods (Alloy/Steel) 0.7% 0.2% 0.0% 2.4% 0.0% 0.6%
Others 4.3% 1.0% 2.2% 0.0% 0.0% 2.7%
Grand Total 100% 100% 100% 100% 100% 100%
It can be observed from above that Vegetable / fruits / fish/ milk and construction material
form important type of commodity after “Empty”.
3.6.7.5 Trip Frequency and purpose of trip
Following table gives details of trip frequency and purpose of trip as captured in OD
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
survey
Table 3-16 : Trip Frequency
Vehicle / Trip Monthly
(>25
trips)
Return
Trip Others Total
L C V 36.0% 59.7% 4.3% 100.0%
2-Axle Truck 32.1% 65.2% 2.7% 100.0%
3 Axle Truck 50.8% 37.0% 12.2% 100.0%
4-6 Axle Trucks/ HCM / EME / MAV
55.8% 41.4% 2.8% 100.0%
Car/Jeep/Van 43.4% 49.1% 7.5% 100.0%
BUS 34.2% 64.5% 1.3% 100.0%
Mini Bus 0.0% 100.0% 0.0% 100.0%
It is observed from the table that most of the traffic is local in nature. There is high
percentage of vehicles commuting in return and monthly trips.
Table 3-17: Purpose of Trip
Trip Purpose Car/Jeep/
Van Bus
Mini Bus
Total
Work 39.1% 11.2% 12.5% 36.6%
Education 9.6% 15.4% 40.0% 10.3%
Business 28.8% 70.0% 47.5% 32.4%
Social/Recreation/Health 10.7% 0.7% 0.0% 9.8%
Shopping 3.6% 0.6% 0.0% 3.3%
Others 8.2% 2.0% 0.0% 7.7%
Grand Total 100.0% 100.0% 100.0% 100.0%
3.6.7.6 Determination of local traffic
Local traffic is determined based on number plate of the respective vehicle. During
O-D survey, number on the number plate is noted down. O-D survey was conducted
at five locations (Chainage 18.00, 38.00, 61.00, 91.00 and 117.00 km).
As per schedule R (Toll Rate) vehicle registration of local district would be charged a
discounted rate. Following are local RTO numbers for various locations
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Local RTO Numbers
CH 18.00– MH10 (Sangli)
CH 38.00– MH10 (Sangli)
CH 61.00– MH10 (Sangli)
CH 91.00– MH09 (Kolhapur)
CH 117.00– MH09 (Kolhapur)
Following tables show summary of local traffic analysis based on number plate
survey.
Table 3-18 : Proportion of Local Traffic at Chainage 18.00 KM
Traffic Type
Passenger Traffic Commercial Traffic
Grand
Total Car Bus
Mini
Bus LCV
2 Axle
Truck
3 Axle
Truck
4-6
Axle
Truck
7 &
above
Axle
truck
Total Traffic 355 36 7 174 57 17 8 0 654
Local Traffic 205 1 4 106 26 4 4 0 350
Percentage (%)
of total Traffic 58% 3% 57% 61% 46% 24% 50% 0% 54%
Table 3-19 : Proportion of Local Traffic at Chainage 38.00 KM
Traffic Type
Passenger Traffic Commercial Traffic
Grand
Total Car Bus
Mini
Bus LCV
2 Axle
Truck
3 Axle
Truck
4-6
Axle
Truck
7 &
above
Axle
truck
Total Traffic 351 46 0 283 96 15 3 0 794
Local Traffic 206 9 0 183 43 7 0 0 448
Percentage (%)
of total Traffic 59% 20% 0% 65% 45% 47% 0% 0% 56%
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Table 3-20 : Proportion of Local Traffic at Chainage 61.00 KM
Traffic Type
Passenger Traffic Commercial Traffic
Grand
Total Car Bus
Mini
Bus LCV
2 Axle
Truck
3 Axle
Truck
4-6
Axle
Truck
7 &
above
Axle
truck
Total Traffic 352 47 0 196 97 18 19 0 729
Local Traffic 164 2 0 107 32 6 3 0 314
Percentage (%)
of total Traffic 47% 4% 0% 55% 33% 33% 16% 0% 43%
Table 3-21 : Proportion of Local Traffic at Chainage 91.0 KM
Traffic Type
Passenger Traffic Commercial Traffic
Grand
Total Car Bus
Mini
Bus LCV
2 Axle
Truck
3 Axle
Truck
4-6
Axle
Truck
7 &
above
Axle
truck
Total Traffic 379 17 0 139 156 36 69 0 796
Local Traffic 110 3 0 47 46 6 10 0 222
Percentage (%)
of total Traffic 29% 18% 0% 34% 29% 17% 14% 0% 28%
Table 3-22 : Proportion of Local Traffic at Chainage 117.0 KM
Traffic Type
Passenger Traffic Commercial Traffic
Grand
Total Car Bus
Mini
Bus LCV
2 Axle
Truck
3 Axle
Truck
4-6
Axle
Truck
7 &
above
Axle
truck
Total Traffic 156 6 2 28 189 2 4 0 387
Local Traffic 75 2 1 15 75 0 1 0 169
Percentage (%)
of total Traffic 48% 33% 50% 54% 40% 0% 25% 0% 44%
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Table 3-23 : Overall Proportion of Local Traffic
Traffic Type
Passenger Traffic Commercial Traffic
Grand
Total Car Bus
Mini
Bus LCV
2 Axle
Truck
3 Axle
Truck
4-6
Axle
Truck
7 &
above
Axle
truck
Total Traffic 319 30 3 164 119 18 21 0 673
Local Traffic 152 3 2 92 44 6 5 0 303
Percentage (%)
of total Traffic 48% 11% 56% 56% 37% 33% 22% 0% 45%
3.6.7.7 Conclusions of O-D study
1. Maharashtra is contributing for most (about 95%) of the traffic at project
alignment. There is very small part of Karnataka and Tamilnadu traffic. Traffic
from other states is absent.
2. Commercial vehicles carrying Vegetables/ Fruits/ Milk/ Fish is having maximum
share in traffic whereas commercial vehicles carrying
Sand/Cement/Aggregate/Steel/ Brick is holding 2nd position in contributing
traffic to project alignment.
3. 3 axle trucks and 4-6 axle trucks are having maximum share in monthly (>25
trips) trips. 2 axle truck and buses are contributing maximum traffic in return trip.
4. Work related trips holds maximum share in different purpose of trip. Whereas
Business and Education related trips hold 2nd and 3rd position in the same
category.
5. Most of the traffic is local in nature. Long distance traffic is very less of project
corridor.
3.6.8 Seasonal Variation of Traffic
It is an established fact that traffic does not remain same during the entire year and
seasons due to various reasons. To arrive at Annual Average Daily Traffic, a seasonal
correction factor needs to be estimated. As traffic census data for different seasons is
not available, the seasonal corrections factors were estimated using the variation of
fuel sales during different months. For this petrol and diesel data were collected from
different petrol pumps on the project. Same is analyzed.
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Based on details adopted seasonal variation factors for various categories of vehicles
are given as below. Detailed analysis of fuel sales data is placed at Annexure-3.1.
Table 3-24 : Seasonal Correction Factor
Passenger Vehicles
Vehicle Type Seasonal
Correction
Factor
Two-Wheeler 0.95
Three-Wheeler 0.95
Cars/Vans/ Jeeps 0.95
S.T. Bus 0.76
Buses 0.76
Goods Vehicles
LCV 0.76
2 Axle Trucks 0.76
3 Axle Trucks 0.76
4 - 6 Axle Trucks, HCM, EME, MAV 0.76
Tractor 0.76
Tractors with Trailer 0.76
Seasonal correction factors as given above are used to calculate the Annual Average
Daily Traffic (AADT).
3.6.9 Annual Average Daily Traffic (AADT)
The Annual Average Daily Traffic (AADT) for the two directions at all locations as
obtained by applying seasonal correction factors to the ADT is presented below.
Table 3-25 : Annual Average Daily Traffic (AADT) @ km 18
Passenger Vehicles
Vehicle Type Correction
Factor ADT AADT
Two-Wheeler 0.95 3209 3055
Three-Wheeler 0.95 50 47
Cars/Vans/ Jeeps 0.95 1286 1224
S.T. Bus 0.76 87 66
Buses 0.76 66 50
Goods Vehicles
LCV 0.76 363 275
2 Axle Trucks 0.76 142 108
3 Axle Trucks 0.76 24 19
4 - 6 Axle Trucks, HCM, EME, MAV
0.76 17 13
Tractor 0.76 22 16
Tractors with Trailer 0.76 52 39
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Table 3-26 : Annual Average Daily Traffic (AADT) @ km 38
Passenger Vehicles
Vehicle Type Correction
Factor ADT AADT
Two-Wheeler 0.95 5999 5699
Three-Wheeler 0.95 33 32
Cars/Vans/ Jeeps 0.95 1742 1655
S.T. Bus 0.76 61 46
Buses 0.76 48 36
Goods Vehicles
LCV 0.76 484 368
2 Axle Trucks 0.76 134 102
3 Axle Trucks 0.76 57 44
4 - 6 Axle Trucks, HCM, EME, MAV
0.76 146 110
Tractor 0.76 133 101
Tractors with Trailer 0.76 130 99
Table 3-27 : Annual Average Daily Traffic (AADT) @ km 61
Passenger Vehicles
Vehicle Type Correction
Factor ADT AADT
Two-Wheeler 0.95 4344 4135
Three-Wheeler 0.95 29 28
Cars/Vans/ Jeeps 0.95 1110 1057
S.T. Bus 0.76 59 45
Buses 0.76 39 30
Goods Vehicles
LCV 0.76 947 719
2 Axle Trucks
0.76 274 208
3 Axle Trucks 0.76 68 51
4 - 6 Axle Trucks, HCM, EME, MAV
0.76 152 116
Tractor 0.76 50 38
Tractors with Trailer 0.76 61 46
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Table 3-28 : Annual Average Daily Traffic (AADT) @ km 117
Passenger Vehicles
Vehicle Type Correction
Factor ADT AADT
Two-Wheeler 0.95 329 313
Three-Wheeler 0.95 2 2
Cars/Vans/ Jeeps 0.95 48 46
S.T. Bus 0.76 2 2
Buses 0.76 16 12
Goods Vehicles
LCV 0.76 174 132
2 Axle Trucks 0.76 168 127
3 Axle Trucks 0.76 4 3
4 - 6 Axle Trucks, HCM, EME, MAV
0.76 43 33
Tractor 0.76 2 2
Tractors with Trailer 0.76 2 2
Various modes of vehicle types were then converted into a single unit called
Passenger Car Unit (PCU). The PCU equivalents were adopted from Indian Road
Congress publication on “Capacity of Roads in Rural areas”, IRC-64-1990. The PCU
equivalents adopted are presented in following table
Table 3-29 : PCU Equivalents
S. No Vehicle Type PCU
1 Two-Wheeler 0.5
2 Three-Wheeler 1
3 Cars/Vans/ Jeeps 1
4 S.T. Bus 3
5 Buses 3
6 LCV 1.5
7 2 Axle Trucks 3
8 3 Axle Trucks 3
9 4 - 6 Axle Trucks, HCM, EME, MAV 4.5
10 Tractor 1.5
11 Tractors with Trailer 4.5
12 Cycle 0.5
13 Bullock/ Camel Cart 8
Using above conversion factors for different mode, average daily traffic was
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converted into PCU. Following table provides PCU values of Annual Average Daily
Traffic (AADT).
Following table presents Annual Average Daily Traffic in numbers as well as in
PCU.
Table 3-30 : Annual Average Daily (AADT) Traffic (in PCU) @ km 18
Passenger Vehicles
Vehicle Type
AADT (Numbers)
PCU
Factor Traffic in PCU
Two-Wheeler 3055 0.5 1528
Three-Wheeler 47 1 47
Cars/Vans/ Jeeps 1224 1 1224
S.T. Bus 66 3 197
Buses 50 3 151
Goods Vehicles
LCV 275 1.5 413
2 Axle Trucks 108 3 324
3 Axle Trucks 19 3 56
4 - 6 Axle Trucks, HCM, EME, MAV
13 4.5 58
Tractor 16 1.5 25
Tractors with Trailer 39 4.5 176
Non-Motorized
Cycle 3 0.5 2
Bullock/ Camel Cart 1 8 5
Total 4206
Table 3-31 : Annual Average Daily (AADT) Traffic (in PCU) @ km 38
Passenger Vehicles
Vehicle Type
AADT (Numbers)
PCU
Factor Traffic in PCU
Two-Wheeler 5699 0.5 2850
Three-Wheeler 32 1 32
Cars/Vans/ Jeeps 1655 1 1655
S.T. Bus 46 3 139
Buses 36 3 109
Goods Vehicles
LCV 368 1.5 552
2 Axle Trucks 102 3 305
3 Axle Trucks 44 3 131
4 - 6 Axle Trucks, HCM, EME, MAV
110 4.5 497
Tractor 101 1.5 151
Tractors with Trailer 99 4.5 445
Non-Motorised
Cycle 0 0.5 0
Bullock/ Camel Cart 0 8 0
Total 6865
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Table 3-32 : Annual Average Daily (AADT) Traffic (in PCU) @ km 61
Passenger Vehicles
Vehicle Type
AADT (Numbers)
PCU
Factor Traffic in PCU
Two-Wheeler 4135 0.5 2068
Three-Wheeler 28 1 28
Cars/Vans/ Jeeps 1057 1 1057
S.T. Bus 45 3 134
Buses 30 3 89
Goods Vehicles
LCV 719 1.5 1078
2 Axle Trucks 208 3 625
3 Axle Trucks 51 3 154
4 - 6 Axle Trucks, HCM, EME, MAV
116 4.5 520
Tractor 38 1.5 57
Tractors with Trailer 46 4.5 208
Non-Motorised
Cycle 0 0.5 0
Bullock/ Camel Cart 0 8 0
Total 6019
Table 3-33 : Annual Average Daily (AADT) Traffic (in PCU) @ km 117 Manjre
Passenger Vehicles
Vehicle Type
AADT (Numbers)
PCU
Factor Traffic in PCU
Two-Wheeler 313 0.5 157
Three-Wheeler 2 1 2
Cars/Vans/ Jeeps 46 1 46
S.T. Bus 2 3 6
Buses 12 3 36
Goods Vehicles
LCV 132 1.5 198
2 Axle Trucks 127 3 381
3 Axle Trucks 3 3 10
4 - 6 Axle Trucks, HCM, EME, MAV
33 4.5 147
Tractor 2 1.5 3
Tractors with Trailer 2 4.5 8
Non-Motorised
Cycle 5 0.5 3
Bullock/ Camel Cart 2 8 16
Total 1011
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3.7 Growth of Traffic on Project Stretch
Traffic growth is a function of the interplay of many contributory factors such as
National economy, Government policy, socio-economic conditions of the people, and
changes in land uses along the project corridor precincts etc. As these factors have a
number of uncertainties associated with them, forecasts of traffic are dependent on
the projections of other factors such as population, gross domestic product (GDP),
vehicle ownership, per capita income (PCI), agricultural output, fuel consumption
etc. Future pattern of change in these factors can be estimated with only a reasonable
degree of accuracy and hence the resultant traffic forecast levels may not be precise.
Traffic growth forecast for project corridor Vita - Anuskura section of SH-150 has
been done taking above factors in to consideration. “IRC: 108-2015-Guidelines for
Traffic Prediction on Rural Highways” is established best practice and has been
used for traffic growth forecast.
3.7.1 Trend Analysis
One of the methods of estimation of future rate of traffic growth is to assume the
same rate of growth as experienced in the past. However, it may be noted that major
influencing factors which reflect Economic conditions such as GDP, agricultural
output, industrial output, national policies etc. are susceptible to change over a longer
period of time and necessary adjustments need to be made to past trends to account
for these changes.
Thus, we have considered the Elasticity model of growth projection which is one of
the most widely acceptable methods for traffic forecast and is recommended in IRC:
108-2015-Guidelines for Traffic Prediction on Rural Highways.
In this method, past trends of any vehicular data are paired with an economic
indicator and a regression analysis is done to yield the economic model of growth.
Growth of vehicle traffic varies for different type of vehicle. It is a proven fact that
growth patterns for passenger and goods vehicles are different. Traffic growth on any
highway typically depends on a number of economic parameters. The most important
and direct parameters are given as under
• Per Capita Income
• Net State Domestic Product (NSDP)
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• Population
It is observed that the ownership of a car is more closely related to affordability
hence per capita is the index which closely fits with growth of car traffic among other
criteria. In similar fashion, following pairs of vehicle type and independent variable
can be established for elasticity modelling of growth.
• Car / Jeep – Par Capita Income
• Bus / Minibus – Population
• Trucks / Heavy / Goods Vehicle – NSDP
Time series data of vehicle (both passenger and goods) Registered in state of
Maharashtra is used as the base data for analysis of growth
3.7.2 Estimation of Traffic Demand Elasticity
Elasticity of traffic demand is defined as the rate at which traffic intensity varies due
to change in the corresponding indicator selected. Hence, in order to estimate the
elasticity of traffic demand, it is necessary to establish the relationship between the
growth in number of given category of vehicle with one of the economic variables
considered, such as NSDP, per capita income and population growth. Latest available
data for vehicle registration, per capita income, NSDP and population is used in
analysis.
As per IRC: 108-1996 the model for estimating elasticity index for the project
corridor is of the following form and is as given below:
Log (P) = k x Log (EI) + A
Where,
P = Number of Vehicles (Mode wise)
EI = Economic Indicator
A = Regression constant
k = Elasticity coefficient (Regression coefficient)
The elasticity for car and bus (passenger vehicles) is calculated based on the
Population and Per Capita Domestic Product (PCDP) and the elasticity for trucks is
calculated based on the Net State Domestic Product (NSDP).
Following tables and graphs depict regression and elasticity of growth model.
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Table 3-34 : Growth per Capita Income (PCI) Vs Car in Maharashtra
Year PCI Car Log PCI Log Car PCI
Growth Average
Growth
2005-06 36077 1479877 4.56 6.17
2006-07 40431 1648379 4.61 6.22 12%
2007-08 44470 1822458 4.65 6.26 10%
2008-09 44510 1979191 4.65 6.30 0%
2009-10 48115 2182969 4.68 6.34 8%
2010-11 52854 2440404 4.72 6.39 10%
2011-12 54350 2750167 4.74 6.44 3%
2012-13 57736 3162000 4.76 6.50 6%
2013-14 61287 3439300 4.79 6.54 6%
2014-15 64039 3753000 4.81 6.57 4% 6.6%
Regression analysis of same is given in figure below
Figure 3-33 Regression Analysis PCI Vs Car
Similarly, elasticity regression for Bus Vs Population and Goods traffic Vs NSDP is
depicted in following table and figures.
y = 1.6536x - 1.3948R² = 0.9735
6.10
6.15
6.20
6.25
6.30
6.35
6.40
6.45
6.50
6.55
6.60
4.50 4.55 4.60 4.65 4.70 4.75 4.80
Lo
g C
ar
Log PCI
Log Car
Linear (Log Car)
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Table 3-35 : Growth Population Vs Bus in Maharashtra
Year Population Buses Log Pop Log Bus Pop
Growth Average
Growth
2005-06 103218000 60426 8.01 4.78
2006-07 104804000 64357 8.02 4.81 2%
2007-08 106386000 69589 8.03 4.84 2%
2008-09 107972000 71813 8.03 4.86 1%
2009-10 109553000 74712 8.04 4.87 1%
2010-11 111118000 80290 8.05 4.90 1%
2011-12 112374333 89540 8.05 4.95 1%
2012-13 114184000 96600 8.06 4.98 2%
2013-14 115697000 105400 8.06 5.02 1%
2014-15 117189000 125700 8.07 5.10 1% 1.42%
Figure 3-34 Regression Analysis Population Vs Bus
y = 4.7468x - 33.268R² = 0.974
4.75
4.80
4.85
4.90
4.95
5.00
5.05
8.01 8.02 8.03 8.04 8.05 8.06 8.07
Lo
g B
us
Log Population
Log Bus
Linear (Log Bus)
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Table 3-36 : Growth NSDP Vs Trucks in Maharashtra
Year NSDP Trucks Log
NSDP Log
Truck NSDP
Growth
Average
Growth (5 Year)
2005-06 43710300 621971 7.64 5.79
2006-07 52691000 700356 7.72 5.85 21%
2007-08 61988400 780992 7.79 5.89 18%
2008-09 67778100 845617 7.83 5.93 9%
2009-10 77079400 896397 7.89 5.95 14%
2010-11 95077100 973788 7.98 5.99 23%
2011-12 106468900 1067825 8.03 6.03 12%
2012-13 119675400 1140900 8.08 6.06 12%
2013-14 133368400 1249600 8.13 6.10 11%
2014-15 149065860 1296400 8.17 6.11 12% 14.11%
Figure 3-35 Regression Analysis Trucks Vs NSDP
Using the regression analysis above, we have arrived at the elasticity of traffic
demand for each class of vehicle to a given change in relevant economic indicators.
Average traffic growth of a vehicle class is multiplied by the corresponding elasticity
coefficient to arrive at traffic growth. R2 is statistical measure of how close the data
are to the fitted regression line. It varies from 0 to 1. Higher the value of R2 more
representative is the regression model of data.
The results of these analyses for the good fit as reflected by R2 values are presented
in the Table below
y = 0.5999x + 1.2154R² = 0.9936
5.75
5.80
5.85
5.90
5.95
6.00
6.05
6.10
6.15
7.60 7.70 7.80 7.90 8.00 8.10 8.20
Lo
g T
rucks
Log NSDP
Log Truck
Linear (Log Truck)
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Table 3-37 : Summary Regression Analysis
Sta
te
Vehicle
Category
Independent
Variable
Regression
Equation
R
Square
Elasticity
Coefficient
(y)
Average
IV Growth
(5yrs)
Growth
Elastic
Model
Remarks M
ah
ara
shtr
a
Car/ Jeep
PCI y =
1.6933x - -1.5789
R² = 0.9787
1.6933 6.64% 11.25
% Good
Regression
Bus Population y =
5.3199x - -37.8702
R² = 0.9535
5.3199 1.42% 7.56% Good
Regression
Truck NSDP y =
0.5947x - 1.2565
R² = 0.9948
0.5947 14.11% 8.39% Good
Regression
3.7.3 Other Factors Influencing Growth
There are many factors which have impact on traffic growth. As discussed previously
these factors can be economic, social, educational, and industrial.
Potentiality of such factors for project highway is discussed as under.
ECONOMY
After witnessing a slowdown during 2008-09, the economy recovered in 2009-10,
and a very high growth rate of GDP was recorded in 2010. Following figure depicts
growth of GDP in India during the period.
Figure 3-36 : Growth of GDP in India
After recording an all impressive growth of 8.9% in 2011, GDP declined between
FY11 and FY14. GDP growth in 2014-2015 was pegged at 7.2% and similar trend
was followed in 2015-16 as well. It is expected to be in the range of 7-8% going
forward
3.7.4 Development around the Project
Project area is one of the developing region in Maharashtra. Sangli is known as the
sugar bowl of Maharashtra. The area is further developing as the education hub of
Maharashtra.
9.30%
6.70%
8.60% 8.90%
6.70%
5.10%
6.90%7.20% 7.20%
0%
2%
4%
6%
8%
10%
%
GDP Growth Rate in India
Source: RBI - Macro Economic Indicators
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Kolhapur is already an Industrial city with expertise in Leather technology with local
brand of “Kolhapuri Chappal”.
Upgradation of Project road (SH-150) would improve the connectivity of area to
these main arterial roads and boost various socio-economic activities. It will also
integrate the regional network for improving overall network efficiency.
Following can be listed as the important gains from upgradation of project road from
Vita to Anuskura (Anuskura to Pawas is being taken up in another package)
• Better connectivity of Konkan region to Western Maharashtra
• Additional link between NH66 to AH-47
• Additional link to proposed National Highway from Ratnagiri to Nagpur
• Will reduce traffic burden on Amba Ghat section. Traffic towards south
Konkan region i.e. Rajapur, Oras, Kankawali will divert from Amba Ghat.
• Will reduce distance for Goods Traffic from Vijaydurg Seaport to AH-
47/western Maharashtra
• Will facilitate better alternate route to Tourism traffic of part of Satara,
Sangli & Kolhapur district to Pavas, Tarkarli, Kunkeshwar, Oras
Above factors would translate into some induced traffic on second package of road
from Warna Bridge (Kokrud) to Anuskura. Detail of same shall be worked out at
DPR stage when OD analysis is done. Currently same is taken a 20% increment to
existing as induced traffic from year 2020.
The growth rates arrived at by elasticity method have been moderated on the basis of
past trends and experience. In elasticity model car growth is very high at 11.25%.
This has been moderated.
3.7.5 Recommended Growth Rate for Traffic
It can be appreciated that the factors taken for developing elasticity are at state level.
Thus, the growth represents entire Maharashtra region. Districts of Sangli and
Kolhapur do not belong to top developing districts like Mumbai, Pune, and Nashik
etc. Hence the growth rates predicted as per economic analysis should be moderated
for this factor.
Based on the above analysis and after giving due consideration to the entire listed
factors, the following overall growth rates are recommended for each category of
vehicle as under by moderating it by 70%. Rate of growth is moderated considering
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overall regional trend. Growth of Multi-Axle is kept slightly higher as trend of
technological advances in logistic industry favors multi-axle over 2/3 axle carriage. It
is also expected that as the economy moves from developing to developed, rate of
growth diminishes. Same growth rate is not sustainable for long. It is established
practice to stepdown future growth rates at interval of 5 years.
Table 3-38 : Adopted Growth Rate for Traffic Year/
Vehicle
Type
Up to 2020
2020-25 2025-30 2030-35 2035-40 2040-45
CAR 7.9% 7.4% 6.9% 6.4% 5.9% 5.4%
Mini Bus / LCV
5.3% 4.8% 4.3% 3.8% 3.3% 2.8%
Truck / Bus 5.3% 4.8% 4.3% 3.8% 3.3% 2.8%
Multi Axle 5.9% 5.4% 4.9% 4.4% 3.9% 3.4%
Oversized Vehicles
5.9% 5.4% 4.9% 4.4% 3.9% 3.4%
3.8 The Traffic Projection
The base year traffic has been projected with the adopted growth factors as discussed
previously. The projected AADT (No.) in terms of vehicles and PCU are presented in
Table below.
Table 3-39 : Traffic Projection at km 18
Year AADT (No.)
AADT (PCU)
2017 4917 4206
2018 5170 4437
2019 5437 4682
2020 5719 4942
2021 5962 5172
2022 6216 5413
2023 6482 5667
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Year AADT (No.)
AADT (PCU)
2024 6762 5935
2025 7057 6217
2026 7296 6455
2027 7545 6703
2028 7805 6963
2029 8077 7235
2030 8360 7519
2031 8574 7744
2032 8795 7978
2033 9024 8221
2034 9263 8473
2035 9511 8735
2036 9674 8923
2037 9842 9118
2038 10017 9318
2039 10199 9526
2040 10387 9741
2041 10553 9925
2042 10724 10116
2043 10901 10312
2044 11083 10514
2045 11271 10722
2046 11465 10936
2047 11666 11157
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Table 3-40 : Traffic Projection at km 38
Year AADT (No.)
AADT (PCU)
2017 8292 6865
2018 8695 7218
2019 9121 7592
2020 9569 7988
2021 9949 8335
2022 10347 8698
2023 10763 9081
2024 11199 9483
2025 11656 9906
2026 12020 10259
2027 12399 10627
2028 12793 11012
2029 13203 11413
2030 13631 11832
2031 13942 12159
2032 14264 12498
2033 14598 12850
2034 14945 13215
2035 15304 13595
2036 15525 13859
2037 15755 14133
2038 15993 14416
2039 16239 14708
2040 16495 15010
2041 16558 15096
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2042 16621 15182
2043 16685 15269
2044 16750 15356
2045 16815 15445
2046 16880 15534
2047 16946 15624
Table 3-41 : Traffic Projection at km 61
Year AADT (No.)
AADT (PCU)
2017 6473 6019
2018 6793 6341
2019 7130 6683
2020 7486 7044
2021 7786 7359
2022 8101 7690
2023 8430 8038
2024 8775 8403
2025 9136 8786
2026 9423 9104
2027 9722 9436
2028 10032 9781
2029 10355 10141
2030 10691 10517
2031 10935 10806
2032 11186 11106
2033 11447 11416
2034 11716 11737
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2035 11995 12070
2036 12165 12297
2037 12340 12530
2038 12521 12771
2039 12708 13018
2040 12902 13273
2041 12955 13355
2042 13008 13436
2043 13062 13519
2044 13117 13602
2045 13172 13686
2046 13227 13770
2047 13283 13855
Table 3-42 : Traffic Projection at km 117
Year AADT (No.)
AADT (PCU)
2017 681 1011
2018 715 1067
2019 751 1126
2020 790 1189
2021 822 1243
2022 856 1301
2023 892 1361
2024 929 1423
2025 968 1489
2026 999 1544
2027 1032 1601
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2028 1065 1659
2029 1100 1721
2030 1136 1784
2031 1162 1833
2032 1189 1883
2033 1217 1934
2034 1245 1987
2035 1275 2042
2036 1292 2078
2037 1310 2115
2038 1329 2153
2039 1348 2191
2040 1367 2231
2041 1374 2247
2042 1382 2263
2043 1389 2279
2044 1396 2295
2045 1404 2312
2046 1411 2329
2047 1418 2345
3.9 Capacity Analysis
Traffic volume capacity of any road depends on large number of factors like
classification of road, configuration of carriageway, frontage on road etc.
IRC:SP:73-2015 suggests following design service volume for two lane with paved
shoulder.
Plain Terrain – 18000 PCU per Day
Rolling Terrain – 13000 PCU per Day
Mountainous & Steep – 9000 PCU per Day
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For rural roads, typical capacities of various classifications of roads is also given in
IRC-64-1990 - Guidelines for Capacity of Roads in Rural Areas
Following capacities are suggested for specification of roads as per IRC: 64-1990 for
various terrains.
Table 3-43 : Design Service Volume for Plain Terrain
Lane Configuration
Design Service Volume (PCUs per day) Ultimate Capacity
of Road (PCU per Day) LOS B
LOS C (70% of Ultimate
Capacity)
Intermediate Lane 6000 8400 12000
2 lanes 15000 21000 30000
2 Lane with Paved Shoulder 17250 24150 34500
Table 3-44 : Design Service Volume for Rolling Terrain
Lane Configuration
Design Service Volume (PCUs per
day) Ultimate Capacity of Road
(PCU per Day) LOS B LOS C
(70% of Ultimate
Capacity)
Intermediate Lane 5700 7980 11400
2 lanes 11000 15400 22000
2 Lane with Paved Shoulder 12650 17710 25300
Table 3-45 : Design Service Volume for Mountainous Terrain
Lane Configuration
Design Service Volume (PCUs per
day) Ultimate Capacity of Road
(PCU per Day) LOS B LOS C
(70% of Ultimate
Capacity)
Intermediate Lane 4500 6300 9000
2 lanes 5000 7000 10000
2 Lane with Paved Shoulder 5750 8050 11500
It can be observed from above that design capacity given in IRC:SP-73 is
correcsponding traffic capacity of two lane road with paved shoulder at Level of
Service (LOS) B except that of mountainous terrain for which traffic capacity at
Level of Service C is taken.
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It is suggested in IRC: 64-1990 that design service volume is for arterial roads should
be taken at level of service B and for other roads design, service volume can be taken
for LOS C which is 70 % of Ultimate Capacity. Traffic flow is expecyed to be stable
at level of service C.
The project roads can be taken in other road categories. Accordingly, design service
volumes for project road are taken at Level of Service C as given in above tables.
Current traffic has been projected for horizon years based on growth rate as detailed
in previous section.
Following Table shows projected traffic in PCU per day over horizon years. Design
service volume and ultimate capacity lines are marked in graphs to assess utilization
of capacity at various survey locations. The same is depicted as under.
Figure 3-37 Projected Traffic in PCU at km 18 (Plain)
0
5000
10000
15000
20000
25000
30000
35000
40000
45000
50000
2017
2018
2019
2020
2021
2022
2023
2024
2025
2026
2027
2028
2029
2030
2031
2032
2033
2034
2035
No
of
PC
U
Year
Design Service Volume at LOS C
Ultimate Capacity
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 3-38 Projected Traffic in PCU at km 38 (Plain)
Figure 3-39 Projected Traffic in PCU at km 61(Plain)
0
5000
10000
15000
20000
25000
30000
35000
40000
45000
50000
2017
2018
2019
2020
2021
2022
2023
2024
2025
2026
2027
2028
2029
2030
2031
2032
2033
2034
2035
No
of
PC
U
Year
Ultimate Capacity
Design Service Volume at LOS C
0
5000
10000
15000
20000
25000
30000
35000
40000
45000
50000
2017
2018
2019
2020
2021
2022
2023
2024
2025
2026
2027
2028
2029
2030
2031
2032
2033
2034
2035
No
of
PC
U
Year
Ultimate Capacity
Design Service Volume at LOS C
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Figure 3-40 Projected Traffic in PCU at km 117
Hence, the design service volume for two lane highway for plain terrain, rolling
terrain & mountaineous terrain are 18000 PCUs/day, 13000 PCUs/day & 9000
PCUs/day respectively.
As discussed in previous sections there will be some amount of induced traffic in
stretch of project package PN 10B from Warna bridge to Anuskura. The same is
reflected in above graph.
In light of projected traffic and recommended design service volume as given above
it can be observed that project road configuration of two lane with paved shoulder
and two lane in first and second stretch respectively will be sufficient to cater for
project traffic in various stretches for a design life of 15 years.
Hence it is recommended that project road may be developed as two lane with
paved shoulder for stretch from Vita to Kokrud and two lane configuration for
stretch from Kokrud to Anuskura to serve to traffic of area at desired level of
service during its design life.
0
1000
2000
3000
4000
5000
6000
7000
8000
9000
10000
11000
12000
13000
14000
15000
2017
2018
2019
2020
2021
2022
2023
2024
2025
2026
2027
2028
2029
2030
2031
2032
2033
2034
2035
No
of
PC
U
Year
Design Service Volume at LOS C
Ultimate Capacity
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CHAPTER 4
GEOTECHNICAL INVESTIGATION
4.1 General
Various design features of highway and roads depend on type and characteristics of
soil strata available along project alignment. For this purpose, various studies and
tests are conducted. Following test and investigations were conducted on project road
as per TOR and also as per technical requirement of project.
• Test Pits along road and regular interval (500 m in fair pavement)
• Trial pits for existing subgrade materials at change of soil
• Field CBR along Project Road at trial pits locations
• Boring and SPT testing and bridge / structure locations
• Test on stone aggregate from quarry sources
• Test of soils from probable borrow areas
Above test were conducted in reputed laboratory and all results were analyzed to use
judiciously in various designs.
Results of these tests are discussed in following section of this report.
4.2 Subgrade Investigation
Investigation of soil has been done to know the Geotechnical engineering properties
of the existing subgrade. Trials pits were done in frequent interval at change of soil
type of road and following test were conducted on subgrade soil.
• Gradation
• Liquid Limit
• Plastic Limit
• Plasticity Index
• Maximum Dry Density (MDD)
• Optimum Moisture Content
• 4 days Soaked CBR
Samples have been collected as per TOR above test have been done.
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 4-1: Trial pit at km 103+000. Figure 4-2: Trial pit at km 07+000.
Summary of test results on subgrade sample collected from road bed is given as
under
Table 4-1 : Field CBR Sr. No.
Trial Pit
Chainage Location Reference
MDD
(gm/cc) Soaked
CBR
1 0+900 Near John Dairy shop 1.82 18.30
2 2+000 Near Amit Bhosale House 1.73 4.72
3 4+000 Electric Pole no-278 1.87 5.31
4 6+000 Mild Stone -6 1.91 4.72
5 8+000 Near Yellow House 1.96 5.9
6 10+000 Near Panni Tanki 1.96 5.9
7 12+000 Opp Samridhi Plastic Shop 1.91 6.49
8 14+000 Near Culvert 1.932 4.13
9 16+000 Near electric Pole no-26 1.97 4.72
10 18+000 Near Rajshree House 1.992 5.31
11 20+000 Near Sugar Factory 2.08 6.49
12 22+000 Near K. Bendu Nana
Solver 2.07 10.03
13 32+000 Near Major Bridge 2.09 5.31
14 34+000 S.T Bus Stop 1.855 4.13
15 36+000 Triveni Building 1.98 4.72
16 38+000 Opp Mandir 1.864 5.31
17 40+000 Near Sign Board 1.813 5.9
18 42+000 Near Mild Stone 1.918 11.21
19 44+000 Near Bharti Vidya Niketan
School 2.094 9.44
20 49+000 Opp Shiv Traders 1.92 4.72
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Sr. No.
Trial Pit
Chainage Location Reference
MDD
(gm/cc) Soaked
CBR
21 51+000 near Pipal Tree 2.01 4.13
22 53+000 Opp Mandir 2.082 4.72
23 55+000 In front of water tank 1.912 5.31
24 57+000 High Tension Line on Lift
Sill 2.085 5.31
25 59+000 Opp Mutton Bhakri Hotel 1.82 5.9
26 61+000 Pink House 1.91 4.72
27 63+000 At Mild Stone 2.034 12.98
28 65+000 Near Culvert 1.91 4.13
29 67+000 End of Shirala Bypass 1.9 4.13
30 69+000 Santi Nagar Bus Stop 1.951 7.67
31 71+000 Both Side Hill 1.79 5.9
32 73+000 Near Aslawadi entry gate 2.06 14.17
33 75+000 Near Aqueduct 1.94 4.72
34 77+000 Shree Datt Kirana Stores 1.804 4.72
35 79+000 Near Electric Poll 1.95 5.31
36 81+000 Near Tamboli Cement
Product 1.896 5.9
37 83+000 Kokrud village near y
junction 1.964 4.13
38 85+000 Near minor Bridge 1.89 4.72
39 87+000 Near Culvert 1.92 4.13
40 89+000 In front of Retaining wall 1.79 8.85
41 91+000 Starting of Village Amlni 1.878 5.31
42 93+000 Near Wind Turbine 1.858 4.72
43 95+000 In front of Retaining wall 1.96 11.21
44 97+000 Near Major Bridge 1.83 4.72
45 99+000 Near Baharat Petrol Pump 1.91 6.49
46 101+000 Matoshri House 1.91 7.08
47 103+000 Near Culvert 1.952 4.13
48 105+000
1.844 4.72
49 107+000 After Quarry 1.812 4.13
50 109+000 Retaining Wall 1.78 5.9
51 111+000 Near Culvert 1.884 4.13
52 113+000 Near Sign Board 1.77 4.72
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Sr. No.
Trial Pit
Chainage Location Reference
MDD
(gm/cc) Soaked
CBR
53 115+000 Near Curve Sign Board 1.81 5.31
54 117+000 Mangal Marti 1.81 4.13
55 119+000 Near Electric Poll 1.878 4.13
56 121+000 Chinese Hotel 1.82 7.08
57 123+000 Banana Bagan 2.065 9.44
58 125+000 Near Anuskura Bridge 1.82 4.72
59 127+000 Sunflower Bagan 1.78 7.67
60 129+000 After Anuskura Village 1.955 7.67
61 130+500 End of PN-10 1.91 4.13
4.3 Field CBR Investigation for Existing Subgrade
Dynamic Cone Penetrometer (DCP) Tests are carried out to evaluate the in-situ CBR
of existing subgrade.
Dynamic cone Penetrometer test is a non-destructive test to evaluate the CBR
strength of sub-grade layer. These tests are done at regular interval as per TOR.
Following figure shows Field CBR test under Progress.
Figure 4-3 DCP Test
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Test results of field CBR are given as under
Table 4-2 : Field CBR
Sr. No.
Trial Pit
Chainage Location Reference
Field CBR
DCPT
1 2+000 Near Amit Bhosale House 18.3
2 12+000 Opp Samridhi Plastic Shop 10.7
3 14+000 Near Culvert 18.3
4 22+000 Near K. Bendu Nana Solver 13.5
5 34+000 S.T Bus Stop 13.8
6 38+000 Opp Mandir 13.1
7 40+000 Near Sign Board 18.9
8 53+000 Opp Mandir 11.7
9 61+000 Pink House 11.4
10 93+000 Near Wind Turbine 23
11 95+000 In front of Retaining wall 12.7
12 97+000 Near Major Bridge 9.4
13 105+000 20.2
14 117+000 Mangal Murti 19.8
15 130+500 End of Pn-10 12.7
It can be observed that field CBR is higher than the lab CBR in soaked condition. It
indicated that at the time of test field subgrade is in relatively dry condition. It also
reflects presence of gravel or granular material mix in subgrade underneath road
crust. This provides higher resistance to cone penetration and higher CBR value is
recorded in field.
4.4 Existing Pavement Composition
The Project Road has asphalt pavement in most of the stretches. There are few
villages where concrete pavement or CC paver blocks are used. Pavement
composition were recorded while carrying out test pits at every 500m of project road.
Test pits are taken in middle every 500 in main carriageway in a staggered manner
for both lanes of carriageway. It is observed that pavement is made up of primarily
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asphalt layer and granular soling / WBM. In general, average thickness of asphalt
layer is 40-60mm. There is 250-400 granular layer of stone soling / WBM
underneath asphalt layer. There are few stretches where new overlay is done. As
discussed with PWD field official, in new stretch typically 50mm BM and 20mm
pre-mix carpet is provided.
Km wise details of existing crust is given in Annexure- 4.1
4.5 Geotechnical Investigation
The purpose of investigation is to explore subsurface conditions at specified locations by
drilling boreholes to different depths in order to identify the thickness and sequences of
various strata and to ascertain the sub surface profile of soils in road alignment and bed
rock to determine the most suitable foundation levels of structures.
The drilling in rock in the boreholes was carried out by using NX diamond bits and
double tube core barrels for obtaining sound recovery and RQD. The rock samples thus
obtained were marked with borehole No / Meterage on its surface and stored in the
sturdy wooden core boxes.
On completion of drilling activities in the bore hole the ground water table for the
respective bore holes was noted and recorded in bore logs.
The disturbed and undisturbed samples of soil, rock and ground water obtained from the
boreholes shall be tested in the laboratory to assess engineering properties of the soil and
rock. The standard penetration tests (SPT’s) were conducted in the boreholes at intervals.
Aggressive conditions due to the presence of sulphates, chlorides and alkalinity in soil
and water and its effect on RCC, steel and other construction materials are to be studied
to suggest remedial measures.
Based on the necessary data and analysis of results the suitability and type of foundations
to be adopted for structures is recommended.
Following photographs show boring works at site in progress.
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Figure 4-4: Boring at Bridge in
Progress
Figure 4-5 Boring at Bridge in
Progress
Soil strata along the project road is generally having good bearing value except some
stretches where black cotton soil strata is encountered. In most of the locations rock
is found at shallow depth below highly weathered soft rock (hard murum). Following
table provides summary of recommended safe bearing capacity based on
geotechnical investigations.
Table 4-3 : Summary Geo-Tech Investigation
Site Type of
Foundation
At 2.0 m depth At 3.50 m depth
(t/m2) (t/m2)
Group I
Vita to Islampur Isolated Footing
20 60
Group II
Peth to Kokrud Isolated Footing
20 60
Group III
Kokrud to Malakapur Isolated Footing
20 60
Group IV
Malakapur to Anuskura Isolated Footing
20 60
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Detailed test report of Geotechnical Investigation for structures is placed as Appendix
-I of this report.
4.6 Axle Load Survey
Axle load survey was conducted as per TOR at following location to arrive at loading
pattern
• At Km 18 near Balwadi
• At Km 38 near Islampur
• At Km 61 near Shirala
• At Km 117 near Manjre
Following photograph depicts axle load survey in progress.
Figure 4-6: Axle Load survey in Progress
Following table provides sample survey of axle load at each location.
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Table 4-4 : Axle Load Survey Counts
It can be observed that sample collected was good enough to represent loading
pattern of commercial vehicles.
All axles of various configuration of commercial vehicles were converted to standard
axles as guidelines given in IRC: 37-2012. Equation 4.1 to 4.4 were used for
conversion of axles to standard axle.
Following table provides summary VDF recommended for various categories of
commercial vehicles.
Table 4-5 : VDF Factors
Location LCV 2 Axle 3 Axle 4 Axle
18 Km 0.5 2 2.5 5.5
38 km 0.5 2.5 3 4.5
62km 0.5 3 3.5 4.5
117km 0.5 2.5 3.5 5
Location Village Name Axle Load
Survey
Counts
Commercial
Vehicles
ADT
% of
Axle
Counts
KM 18 KUNDAL 261 546 47.76%
KM 38 BORGAON 304 821 37.02%
KM 62 SHIRALA 301 1441 20.88%
KM 117 MANJRE 227 389 58.38%
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Above given VDF values were used to determine projected traffic loading in MSA.
Details of VDF calculations are given in Annexure 4.2
4.7 Benkelman Beam Test
Benkelman beam test was conducted to assess structural strength of existing
pavement as per provisions of TOR. This was done on fair portions of stretch where
pavement is not much damaged. Testing was done in mainline and control line
method as per TOR. Following table provides summary of characteristic deflection.
Details of BBD testing are discussed in Design Report (Vol-II)
Table 4-6 : Benkelman Beam Deflection Values
Sr. No. From(km) To (km) Length BBD Ch.
Deflection mm
Average
Deflection of
Stretch
1 1 5 4 1.664
1.8
2 8 11 3 1.700
3 11 14 3 1.779
4 16 23 7 1.884
5 31 34 3 1.959
6 35 40 5 1.928
7 40.5 45 4.5 1.791
8 49 54 5 1.897
9 54 59 5 1.879
10 59 64 5 1.869
11 65 69 4 1.683
12 70 71 1 1.662
13 73 76 3 1.748
14 77 82 5 1.730
15 84 88 4 1.361
16 89 92 3 1.777
1.6 17 93 99 6 1.826
18 125 128 3 1.487
19 129 132 3 1.239
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CHAPTER 5
PAVEMENT INVESTIGATION
5.1 Pavement Condition Survey
Pavement investigations are done for assessing condition of existing pavement with
respect to its suitability for improvement designs. These investigations would involve
collecting data on existing pavement condition. This includes collection of data with
respect to general condition of pavement, shoulders, cracking, raveling, edge drop,
potholes and drainage condition.
Pavement condition was recorded in every 500 m stretch of road as per TOR.
Various parameters as stated above were recorded to assess pavement condition.
Detailed inventory of pavement condition is placed at Annexure - IV
Total project stretch is divided in to two parts PKG 10 A and PKG 10 B, Existing
pavement condition of both parts of project road is explained in brief as under: -
PKG 10 A – Km 0.000 to 83.700 (Vita to Warna river bridge)
Project road starts from Vita town. First 5 km stretch is in fair condition except for
the stretch in Vita town which contains major cracking, potholes and raveling as
shown below.
Figure 5-1: Pavement Condition at km
0+500 (Vita)
Figure 5-2:Pavement Condition at km
4+000
It can be observed that the road level is slighty above than surrounding ground level.
Stretch from Km 5 to km 10 passes through small village. Surface of pavement is
poor. Pavement is cracked at many places. There are potholes and raveling is also
observed all along the road. Following photographs depict condition of pavement in
this stretch.
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 5-3: Pavement Condition at
km 5+500
Figure 5-4: Pavement Condition at
km 8+000
Condition of stretch from km 10 to km 13 has lesser amount of cracks and pavement
also appears to be fair as work of maintenance is under progress. It is observed that
surrounding ground levels is slightly higher than project road. Project road has
almost no embankment.
Figure 5-5: Pavement Condition at
km 11+000 (Alsund village)
Figure 5-6: Pavement Condition at
km 11+500
General condition of pavement in stretch from Km 13 to Balavadi village is fair to
poor. Cracking, raveling and pothole formation is regular feature in this part of road
which can be depicted from the below presented figures.
Figure 5-7: Pavement Condition at
km 13+500
Figure 5-8: Pavement Condition at
km 16+100 (Balavadi village)
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
It isobserved that in stretch from Vita to Balavadi pavement does not show sign of
failure. Riding quality is not good as wearing course is made of thin surfacing layer
over WBM.
General condition of Road from Balavadi to Kundal is fair except some isolated
patches of pavement which are in poor condition.
Figure 5-9: Pavement Condition at
km 18+000
Figure 5-10: Pavement Condition at
km 22+100
Part of stretch from Kundal village to Takari village on SH 75 (Bhavaninagar-Karad-
Tasgaon Road) is not in our scope.
Road from Takari village junction to km 38 has lesser amount of cracks and
pavement appears to be consistent except some isolated parts after Borgaon village
where patching is observed as shown in the images below.
It is observed that surrounding ground levels is almost equal or higher than project
road.
Figure 5-11: Pavement Condition at
km 31+500
Figure 5-12: Pavement Condition at
km 34+800
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 5-13: Pavement Condition at
km 36+000 (Borgaon)
Figure 5-14: Pavement Condition at
km 37+800
Condition of pavement from km 38 to km 40.5 is poor. There are potholes, raveling
and extensive cracking. The stretch from Balavadi to Borgaon falls in Black Cotton
soil area. It was informed by PWD officials that these are problematic stretches and
require frequent major repairs.
Figure 5-15: Pavement Condition at
km 38+000
Figure 5-16: Pavement Condition at
km 40+200
In Islampur city condition of pavement is fair with less potholes, cracking and
raveling up to km 45.000.
Figure 5-17: Pavement Condition at
km 41+500 (Islampur)
Figure 5-18: Pavement Condition at
km 44+000 (Islampur)
Part of stretch from Islampur to Peth is not in our scope.
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Road from Km 49 to km 71 has villages Peth, Retre Dharan, Red, Shirala and Biour
along the road. General condition of pavement is fair in this stretch except few
isolated stretches in Retre Dharan where pavement is extensively damaged.
Cracking, raveling and pothole formation is regular feature in the damaged isolated
patches.
Figure 5-19: Pavement Condition at
km 49+100
Figure 5-20: Pavement Condition at
km 53+000 (Retre Dharan)
Figure 5-21: Pavement Condition at
km 56+600
Figure 5-22: Pavement Condition at
km 59+000 (Red)
Figure 5-23: Pavement Condition at
km 64+000
Figure 5-24: Pavement Condition at
km 69+000
Condition of pavement is poor in Pawle wadi village also. Cracking, Raveling and
pothole formation is a regular feature in this part of road. To repair the pavement
surface, more amount of patching is done in this part of stretch.
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 5-25: Pavement Condition at
km 71+500
Figure 5-26: Pavement Condition at
km 72+000
Road from Rile to Malewadi passes through Mangrul and Bilashi. Lesser cracks and
surface damages are observed in this part of stretch. Overall condition of road is fair
except some isolated patches which are highly damaged.
Figure 5-27: Pavement Condition at
km 71+300
Figure 5-28: Pavement Condition at
km 71+500
Figure 5-29: Pavement Condition at
km 74+000 (Rile)
Figure 5-30: Pavement Condition at
km 80+000
Condition of pavement from Kokrud to km 83.7 is almost failed with more potholes,
raveling and extensive cracking
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 5-31: Pavement Condition at
km 82+500
Figure 5-32: Pavement Condition at
km 83+100
PKG 10 B – Km 83.700 to 133.400 (Warna River Bridge to Anuskura)
From km 83.700, Warna River Bridge moving towards Malkapur, General Condition
of pavement is observed to be fair except some isolated patches containing high
amount of cracking, raveling and potholes in around 7 km stretch up to km 90.
Figure 5-33: Pavement Condition at
km 85+000 (Turukwadi)
Figure 5-34: Pavement Condition at
km 88+800
Pavement from km 90 to Malkapur is poor to fair. In some stretches pavement has
cracks and pot hole formation.
Figure 5-35: Pavement Condition at
km 94+700
Figure 5-36: Pavement Condition at
km 98+000 (Malkapur)
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Pavement condition from Malkapur (Km 98) to km 110 is poor in general barring
short stretches where pavement is more regular. The soil strata is this part is good
granular base. Pavement does not show any sign of failures. Wearing course is
extensively damaged in these parts of stretches.
Figure 5-37: Pavement Condition at
km 100+500
Figure 5-38: Pavement Condition at
km 102+000
Figure 5-39: Pavement Condition at
km 107+000
Figure 5-40: Pavement Condition at
km 110+000
Surface of Pavement from km 110 to Manjre Km 117 is also poor. It has thin surface
layer which has come out at many places.
Figure 5-41: Pavement Condition at
km 111+000
Figure 5-42: Pavement Condition at
km 119+600
Condition of wearing course of Pavement from Manjre to km 121 is also poor except
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
isolated patches of regular surface. Pavement is cracked and raveled at regular
interval.
Figure 5-43: Pavement Condition at
km 119+700
Figure 5-44: Pavement Condition at
km 120+400
Around one Km length of road from Km 121 to km 122 is newly constructed
Figure 5-45: Pavement Condition at
km 121+000
Figure 5-46: Pavement Condition at
km 122+000
Wearing course of pavement is damaged from km 122 to end of project road km
133.400. Pavement is cracked and raveled at regular interval. At few places
pavement is completely damaged and worn-out.
Figure 5-47: Pavement Condition at
km 122+100
Figure 5-48: Pavement Condition at
km 124+000
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 5-49: Pavement Condition at
km 129+000
Figure 5-50: Pavement Condition at
km 133+400
The overall condition of the pavement throughout the project corridor is poor except
few places where pavement is more regular in isolated patches. Cracking, raveling,
pothole is commonly observed. Some stretches are completely worn-out. Condition
of pavement is particularly bad inside villages.
Following graph show statistical representation of pavement condition.
Figure 5-51: Pavement Distresses (Cracking)-PKG PN45
28 % of Total Stretch
15 % of Total Stretch
40 % of Total Stretch
18 % of Total Stretch
<=20% 20 to 30% 30 to 50% >50%
Variation of Total Cracking Along Vita to Warna River Bridge
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 5-52: Pavement Distresses (Cracking)-PKG PN46
Following can be observed in this regard.
• Most of pavement has cracking more than 20%.
• In Package B from Warna Bridge to Anuskura pavement is more cracked as
compared to Package A
It is observed that barring black cotton stretches from Balavadi to Borgaon, road is
made on good strata and the damages which are observed are more related to wearing
course. Pavement as such does not show any failure or heaving or shoving.
Thus in most of the stretches where pavement base in good strengthening of
pavement can be done with overlay. Based on above observation a pavement
condition plan is prepared which placed at Annexure -5.1
7 % of Total Stretch
13 % of Total Stretch
27 % of Total Stretch
53 % of Total Stretch
<=20% 20 to 30% 30 to 50% >50%
Variation of Total Cracking Along Warna River Bridge to Anuskura
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
CHAPTER 6
INVENTORY SURVEY
6.1 Road Inventory Approach & Methodology
Road inventory survey involves collection of the data pertaining to the existing road
such as the width of the road, type of the shoulder and its width, type of terrain,
longitudinal and vertical curves, number of CD structures, retaining walls, available
land widths, water bodies, number of trees, utility services etc. Detailed inventory of
project road from Vita to Anuskura was done. Teams of experienced supervisors
under guidance of highway engineers were deployed for the exercise.
Inventory data were collected in standard formats (as per IRC code). Following
details were collected in inventory.
• Terrain (plain, rolling, hilly, mountainous);
• Land use (Agricultural, Barren, Built-up, Semi Built-up, Industrial,
Forest);
• Carriageway width, surfacing type;
• Height of embankment or depth of cutting;
• Land width i.e. ROW (when pillars are available);
• Shoulder surfacing type, width
• Sub grade/ local soil type (textural classification);
• Horizontal curve, vertical curve;
• Road intersection type and details;
• Structure no. and Chainage;
• Details of railway track interfering with the road;
• Name & Type of river/Nala;
• Span arrangement & Total length of structure;
• Type of superstructure and condition of each component;
• Type of substructure and condition of each component;
• Type of foundation and condition of each component;
• Type & condition of approaches and floor protection works;
• Retaining structures;
• Location of water bodies (lakes, reservoirs);
• Road-side arboriculture;
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
• Existing utility services on either side of the road;
• Details of Submergence;
• General drainage condition.
These details were collected for every 500m of road and were recorded in tabular
format. Separate formats were prepared to collect details of various nature and
categories. Following separate formats were made for collection of inventory data.
• Road Inventory (Carriageway and shoulders)
• Culverts inventory
• Trees
• Electric/ Telephone Poles;
Any miscellaneous item like canal, ponds etc. were recorded in road inventory part.
6.2 Major observations
6.2.1 Road & Pavement
The project corridor has a varying carriageway width. General configuration of road
is of intermediate-lane with earthen shoulders on either side for most of the length.
Carriageway width of corridor varies from 5m to 6m for Vita to Kundal, 6m to 7m
for Takari to Kokrud, 7m to 8m for Shirala built up, 5m to 6.5m for Kokrud to
Malkapur, 3.5m to 5.5m for Malkapur to Anuskura length. The Project corridor
passes through mixed terrain. Project road from Vita to Kokrud passes through plain
and rolling terrain. Second part of project road from Warna river bridge to Anuskura
traverses through ghat and hilly terrain.
Condition of pavement has been discussed in previous section of report.
The existing road has little embankment height for most of the length. The land use
along the project road primarily is agriculture / barren with Built-up parts
intermittently in villages. There is vegetation on both sides of project road all along
the corridor. Numbers of trees are there on both side of road. Summary of
carriageway width of existing road is give in table below.
Table 6-1: Typical Carriageway width of the Existing Road
S. No.
Chainage (km) Existing
carriageway width (avg) (m)
Remarks From To
1 0.8 23.5 5.5 – 6.0 Vita to Kundal
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S. No.
Chainage (km) Existing
carriageway width (avg) (m)
Remarks From To
2 23.5 44.8 6.0 -7.0 (10 -14 m in built up area of
Islampur)
Takari to Islampur (Stretch from Km 23.5 to km 30.78 not in scope)
3 49.6 62.0 6.5 -7.0 Peth to Shirala (Stretch from Km
44.85 to km 49.6 not in scope)
4 62.0 84.0 6.0 -7.0 Shirala to Kokrud
5 0.000 4.700 7.0 – 8.0 Shirala built up
6 84.3 99.0 5.0 – 6.5 Kokrud to Malkapur (Length of about 270 m inside Malkapur is
not in scope.)
7 99.0 126.6 3.5 – 4.5 Malkapur to Anuskura
Width of carriageway has been picked from LiDAR survey as well. KM wise
average width of existing carriageway is placed in Annexure 6.1
6.2.2 Land Use
There is agriculture land on both side of project road in most parts of stretches.
Following table provide details of villages and settlements along project road.
Table 6-2: Land use along the Corridor
Chainage (km) Land use
Settlements along
the corridor From To
PACKAGE PN45
0.800 1.180 Built up Vita
1.180 8.000 Agriculture
8.000 8.100 Built up Khambale
8.100 11.000 Agriculture
11.000 11.700 Built up Alsund
11.700 15.100 Agriculture
15.100 15.600 Built up Tandulwadi
15.600 15.950 Agriculture
15.950 16.200 Built up Balavadi
16.200 21.700 Agriculture
21.700 22.000 Built up Kundal
22.000 23.500 Agriculture
30.785 36.100 Agriculture
36.100 36.500 Built up Borgaon
36.500 43.100 Agriculture
43.100 44.850 Built up Islampur
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Chainage (km) Land use
Settlements along
the corridor From To
49.600 49.800 Built up Peth
49.800 53.600 Agriculture
53.600 54.700 Built up Retre Dharan
54.700 61.100 Agriculture
61.100 61.400 Built up Red
61.400 67.600 Agriculture
67.600 67.820 Built up Biour
67.820 72.400 Agriculture
72.400 72.800 Built up Pawle wadi
72.800 74.300 Agriculture
74.300 75.150 Built up Rile
75.150 77.220 Agriculture
77.220 77.400 Built up Mangrul
77.400 79.000 Agriculture
79.000 79.500 Built up Bilashi
79.500 81.600 Agriculture
81.600 81.800 Built up Malewadi
81.800 82.200 Agriculture
82.200 83.000 Built up Kokrud
83.000 84.300 Agriculture
1.500 2.500 Built up Shirala
2.500 4.700 Agriculture
PACKAGE PN46
84.300 85.700 Hilly area
85.700 86.300 Built up Turukwadi
86.300 98.400 Hilly area
98.400 99.600 Built up Malkapur
99.600 100.500 Hilly area
100.500 100.800 Built up Uchat
100.800 102.500 Hilly area
102.500 102.900 Built up Parale
102.900 103.300 Hilly area
103.300 103.600 Built up Maan
103.600 119.100 Hilly area
119.100 119.300 Built up Manjare
119.300 126.600 Hilly area
6.2.3 Junctions
There are few cross roads which meet project road at various places. Most of the
cross roads are minor roads.
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There are several small intersections on the project, principally with village roads.
Including the starting and ending point, 65 junctions are there along the corridor. Out
of these intersections, 9 are major and 56 are minor. There is existing bypass for road
. The Table given under provides details of major and minor junctions along the
corridor.
Table 6-3: List of Major Intersections
S.
No.
Design
Chainage
Km
Existing
Chainage
Km
Category
of Road Type of
Junction Remarks
1 0+000 0+800 MDR T Tasgaon
2 17+400 18+100 MDR X LHS-Tasgaon RHS-Satara
3 22+764 23+500 SH 75 T Tasgaon
4 30+100 30+785 SH 75 T Karad
5 49+100 48+940 NH 4 X LHS-Bangalore RHS- Mumbai
6 80+700 82+266 SH 144 T Karad
7 84+087 84+355 ODR T Kolhapur
8 97+900 98+680 NH 204 Y Amba
9 99+300 98+950 NH 204 T Kolhapur
Table 6-4: List of Minor Intersections
S.
No.
Design
Chainage Km
Existing
Chainage Km
Category
of Road Type of
Junction Remarks
1 0+300 1+100 VR T Advi Peth
2 2+200 2+970 VR T Dhawaleshwar
3 2+500 3+245 VR T Connects to vita Sangli
road
4 10+210 8+065 VR Y Kalambi
5 10+750 11+500 VR Y Kamalpur
6 10+950 11+700 VR T Wazar
7 14+420 15+350 VR T Tandalwadi
8 15+220 16+145 VR X LHS-Andhali RHS- Rampur
9 15+850 16+760 VR Y Balavadi
10 18+940 20+035 VR T Kranti Sugar factory
11 20+750 21+780 VR X LHS-Palus
RHS- Sathenagar
12 21+240 22+355 VR Y Dubal Vasti
13 21+500 22+400 VR T Kundal Police St.
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S.
No.
Design
Chainage Km
Existing
Chainage Km
Category
of Road Type of
Junction Remarks
14 30+400 31+300 VR T Takari Gaon
15 30+900 31+870 VR T Banevadi
16 31+800 32+670 VR T Banevadi
17 32+000 32+920 VR X LHS-Gaudawadi RHS- Banewadi
18 35+000 35+875 VR Y Masuchiwadi
19 35+400 36+550 VR T Borgaon
20 35+800 36+760 VR X LHS-Walwa RHS- Bahe
21 36+300 37+260 VR T Shivajinagar
22 38+100 39+050 VR Y Junekhed
23 39+200 40+120 VR T Khundalapur
24 40+400 41+400 VR T Walwa
25 41+200 42+140 VR T Rajaram bapu bazaar
26 43+600 44+730 VR X LHS-Ashta RHS- Bahe
27 44+800 46+060 VR Y To NH 4
28 49+300 49+215 VR Y Peth gaon
29 49+600 50+565 VR X LHS-Chikli RHS- Surul
30 49+800 50+755 VR T Jambhulwadi
31 51+900 52+880 VR Y Connect to NH 4
32 52+920 53+910 VR X LHS-Dhagewadi
RHS- Retre Dharan
33 54+140 55+265 VR T Ozarde
34 55+050 56+130 VR T Ozarde
35 59+250 60+240 VR T Beldarwadi
36 59+550 60+565 VR X LHS-Kapari
RHS- Red village
37 60+450 61+645 VR Y Shirala Village
38 61+460 63+300 VR X LHS-Kapari
RHS- Shirala village
39 63+560 65+400 VR X LHS-Chikhalwadi
RHS- Shirala village
40 63+350 66+400 VR X LHS-Chikhli
RHS- Shirala village
41 65+980 67+700 VR X LHS-Biour
RHS- Shirala village
42 66+780 68+700 VR T Tadawale
43 67+770 69+650 VR Y Shanti nagar
166
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
S.
No.
Design
Chainage Km
Existing
Chainage Km
Category
of Road Type of
Junction Remarks
44 69+100 71+000 VR T Sagaon
45 72+720 74+730 VR T Rile Gaon
46 73+120 75+100 VR Y Rile Gaon
47 73+850 75+480 VR T Shirale khurd
48 75+750 77+360 VR T Mangrul
49 76+450 78+100 VR T Vasahat wadi
50 84+800 86+100 VR T Turukwadi
51 90+120 90+600 VR T Ameni
52 91+950 92+400 VR T Altur
53 96+800 97+280 VR X LHS-Gadewadi RHS- Kadave
54 97+000 97+500 VR T Gadewadi
55 111+100 110+870 VR T Vishalgad
56 119+120 118+450 VR T Vishalgad
6.2.4 Bypasses
There is one existing bypass at Shirala. The details of the existing bypasses are as
follows:
Table 6-5: List of Bypass
S.
No.
Name of
bypass
(Town)
Chainage (km) Length
(Km)
Carriageway
From To Width (m) Type
1 Shirala 62.1 67.7 5.6 5.5 BT
6.2.5 Road Geometry
Geometrics of project alignment in stretch from Vita to Kokrud are in general fair.
There are few locations at which there are sharp substandard curves. Vertical
geometry of road is also poor. At many a places sufficient sight distance is not
available.
Following are some examples of good and poor geometric project road.
167
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 6-1: Straight alignment at km
40+000
Figure 6-2: Poor Horizontal Geometry
at km 35+000
Figure 6-3: Poor Horizontal Geometry at
km 71+000 before Kokrud
Figure 6-4: Very Poor Vertical
Geometry at km 6+500
6.2.6 Right of Way
Alignment of project road passes through two districts of Maharashtra namely Sangli
and Kolhapur. Further is passes through following talukas of both the districts.
Land map of villages was collected from Resettlement commissioner of State. It
provides disjointed land maps of various villages of year 1991. The scale of each
map is different and there are missing references. The cadastral map thus procured is
joined for superimposing over road alignment to know existing alignment. Following
was observed in this regard
a) The alignment of existing road does not match exactly with the one shown in
map
b) There are large number of places where the project road is not shown in village
map provided by department.
168
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
The map was superimposed on designed alignment and existing ROW, as shown in
map, was measured.
Additionally, attempt was made to measure actual clear ROW physically available at
site. Following table provides available detail of such measurements. A map showing
ROW of cadastal map superimposed on project road alignment is placed in drawing
volume.
Table 6-6: ROW Details
S. No. Chainage
(In Km) ROW As per
TLR (avg) m
Actual ROW
at Site (m)
approx
1 0.000 Not Available 16-20
2 1.000 Not Available 16-20
3 2.000 Not Available 16-20
4 3.000 Not Available 16-20
5 4.000 Not Available 16-20
6 5.000 Not Available 16-20
7 6.000 12.49 16-20
8 7.000 9.7 16-20
9 8.000 8.69 16-20
10 9.000 Not Available 16-20
11 10.000 Not Available 18-20
12 11.000 14.14 18-20
13 12.000 14.95 18-20
14 13.000 18.72 18-20
15 14.000 24.08 18-20
16 15.000 Not Available 18-20
17 16.000 Not Available 16-18
18 17.000 Not Available 16-18
19 18.000 14.32 16-18
20 19.000 16.72 20-24
21 20.000 19.61 15-18
22 21.000 23.07 15-18
23 22.000 22.08 15-18
24 23.000 Not Available 15-18
25 24.000 26.37 15-18
26 25.000 28.34 15-18
27 26.000 20.71 15-18
28 27.000 19.4 15-18
29 28.000 19.45 15-18
30 29.000 23.29 15-18
31 30.000 24.98 15-18
32 31.000 21.46 15-18
33 32.000 26.1 14-16
169
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
S. No. Chainage
(In Km) ROW As per
TLR (avg) m
Actual ROW
at Site (m)
approx
34 33.000 30.51 14-16
35 34.000 25.56 14-16
36 35.000 26.7 14-16
37 36.000 24.67 14-16
38 37.000 22.72 14-16
39 38.000 22.61 14-16
40 39.000 19.9 14-16
41 40.000 26.16 14-16
42 41.000 26.53 14-16
43 42.000 28.32 14-16
44 43.000 Not Available 14-16
45 44.000 Not Available 14-16
46 45.000 Not Available 14-16
47 46.000 Not Available 14-16
48 47.000 18.02 14-16
49 48.000 20.73 14-16
50 49.000 Not Available 14-16
51 50.000 Not Available 14-16
52 51.000 Not Available 14-16
53 52.000 Not Available 14-16
54 53.000 18.06 14-16
55 54.000 16.67 14-16
56 55.000 Not Available 14-16
57 56.000 16.43 14-16
58 57.000 17.77 14-16
59 58.000 14.13 14-16
60 59.000 13.11 14-16
61 60.000 Not Available 14-16
62 61.000 21.45 14-16
63 62.000 20.03 14-16
64 63.000 Not Available 14-16
65 64.000 Not Available 14-16
66 65.000 Not Available 14-16
67 66.000 Not Available 14-16
68 67.000 14.33 14-16
69 68.000 12.04 14-16
70 69.000 16.24 14-16
71 70.000 15.49 14-16
72 71.000 15.35 14-16
73 72.000 11.77 14-16
74 73.000 11.46 14-16
75 74.000 17.39 14-16
76 75.000 15.29 14-16
170
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
S. No. Chainage
(In Km) ROW As per
TLR (avg) m
Actual ROW
at Site (m)
approx
77 76.000 15.56 14-16
78 77.000 21.39 14-16
79 78.000 24.07 14-16
80 79.000 20.49 14-16
81 80.000 17.91 14-16
82 81.000 13.19 14-16
83 82.000 22.74 14-16
84 83.000 18.22 14-16
85 84.000 5.67 12-14
86 85.000 Not Available 12-14
87 86.000 Not Available 12-14
88 87.000 Not Available 12-14
89 88.000 Not Available 12-14
90 89.000 Not Available 12-14
91 90.000 Not Available 12-14
92 91.000 Not Available 12-14
93 92.000 Not Available 12-14
94 93.000 Not Available 12-14
95 94.000 Not Available 12-14
96 95.000 Not Available 12-14
97 96.000 Not Available 12-14
98 97.000 Not Available 12-14
99 98.000 14.63 10-12
100 99.000 Not Available 10-12
101 100.000 17.99 10-12
102 101.000 11.81 10-12
103 102.000 17.74 10-12
104 103.000 16.15 10-12
105 104.000 19.81 10-12
106 105.000 Not Available 10-12
107 106.000 Not Available 10-12
108 107.000 Not Available 10-12
109 108.000 Not Available 10-12
110 109.000 Not Available 10-12
111 110.000 Not Available 10-12
112 111.000 Not Available 10-12
113 112.000 Not Available 10-12
114 113.000 22.4 10-12
115 114.000 15.51 10-12
116 115.000 21.71 10-12
117 116.000 10.89 10-12
118 117.000 15.84 10-12
119 118.000 18.66 10-11
171
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
S. No. Chainage
(In Km) ROW As per
TLR (avg) m
Actual ROW
at Site (m)
approx
120 119.000 15.53 10-11
121 120.000 14.76 10-11
122 121.000 18.97 10-11
123 122.000 16.04 10-11
124 123.000 14.94 10-11
125 124.000 16.79 10-11
126 125.000 16.99 10-11
127 126.000 15.13 10-11
128 127.000 16.98 10-11
129 128.000 19.04 10-11
130 129.000 15.54 10-11
131 130.000 11.99 10-11
132 131.000 16 10-11
133 132.200 Not Available 10-11
6.2.7 Structures
Study of condition of existing bridges and CD structures was carried out by team of
experienced engineers. The structures comprise of bridges (major and minors) and
culverts. For bridges and CD works survey was carried out in accordance with the
guidelines as stipulated in IRC-SP:35. The following information has been collected
during the survey work.
a. Chainage / structure No., type of structure, span / length, carriageway width, no
of vents, diameter / size of vent and height of road above bed level.
b. Type of foundation, substructure, superstructure, railing, bearing, expansion
joints, wearing coat and material used in construction.
c. Visual structural condition of superstructure, substructure, foundation, railing,
wearing coat, bearing, drainage spout and expansion joint.
d. Condition of protection works, information regarding scour and erosion,
condition of vents at inlet and outlet.
e. Submergence characteristic and duration of traffic disruption.
f. Type and condition of headwalls, wing walls and return walls.
g. Information about HFL (from flood marks), recorded markings and local
inquiry, lowest bed level, scour etc.
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
There are total 270 structures on project alignment excluding 04 major bridges.
Bridges having more than 30m length are not considered under the scope of this
package.
Following are summary of existing minor bridges, slab culverts and pipe culverts in
package
Minor Bridges - 22
Slab / Box Culverts - 13
Pipe Culverts - 235
Details of all above structures is placed as Annexure -6.1
6.2.7.1 Major Bridges
Table 6-7: List of Major Bridges
Sr.
No Bridge
No Name of
River
Existing
Bridge Location
/ Chainage
Span Arrangement
Existing (in m)
Total Length
(m)
Carriageway
Width (Existing)
(in m)
Remarks
PACKAGE – PN45
1 MJB-01 Yerala 15.100 10 x 9.0 m 100.00 7.90 Masonry substructure &
RCC superstructure
2 MJB-02 Krishna 31.500 13 x 17.0m 239.20 7.50 RCC substructure & RCC
superstructure
3 MJB-03 Warana 83.000 7 x 13.8m 106.40 7.30 Masonry substructure &
RCC superstructure
PACKAGE – PN46
4 MJB-04 Kadavi 96.500 9X12.1 118.80 7.50 Masonry substructure &
RCC superstructure
6.2.7.2 Minor Bridges
Table 6-8: List of Minor Bridges
Sr.
No Bridge
No Name of
River
Existing
Bridge Location
/ Chainage
Span Arrangement
Existing (in M)
Total Length
(m.)
Carriageway Width
(Existing) (in m.)
Remarks
PACKAGE – PN45
1 MNB-01 Earthen Canal
8.200 1 x 8.2 9.00 6.7 PCC & RCC superstructure
2 MNB-02 Earthen Canal
10.700 1 x 6.4 9.00 6.2 Masonry substructure &
RCC superstructure
3 MNB-03 Stream 12.300 1 x7.6 8.20 11.70 RCC /PCC substructure &
RCC superstructure
173
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No Bridge
No Name of
River
Existing
Bridge Location
/ Chainage
Span Arrangement
Existing (in M)
Total Length
(m.)
Carriageway Width
(Existing) (in m.)
Remarks
4 MNB-04 Tilgerga 53.900 4 X 5.9 24.40 12.40 RCC /PCC substructure &
RCC superstructure
5 MNB-05 Stream 63.100 2 X 6.2 13.60 9.40 RCC /PCC substructure &
RCC superstructure
6 MNB-06 Stream 63.500 1 X 6.5 7.00 9.50 RCC /PCC substructure &
RCC superstructure
7 MNB-07 Morna 65.200 5 X 9.2 57.00 10.50 RCC /PCC substructure &
RCC superstructure
8 MNB-8 Stream 69.400 1X7.6 8.00 11.40 RCC /PCC substructure &
RCC superstructure
9 MNB-9 Stream 71.900 3X2.9 11.70 12.70 RCC /PCC substructure &
RCC superstructure
10 MNB-10 Stream 74.500 2X4.7 10.80 11.30 Masonry substructure &
RCC superstructure
11 MNB-11 Stream 75.500 3X6.2 21.00 11.60 Masonry substructure &
RCC superstructure
12 MNB-12 Stream 75.600 4X6.1 28.40 11.60 RCC /PCC substructure &
RCC superstructure
13 MNB-13 Stream 78.400 3X9.1 27.30 11.30 RCC /PCC substructure &
RCC superstructure
PACKAGE – PN46
1 MNB-14 Turukwad
i Canal 84.900 1X9.1 9.60 12.20
RCC /PCC substructure & RCC superstructure
2 MNB-15 Stream 100.400 1X5.6 6.70 12.00 RCC /PCC substructure &
RCC superstructure
3 MNB-16 Shali River
102.000 7X4.8 51.10 9.70 Masonry substructure &
RCC superstructure
4 MNB-17 Stream 113.300 4X3.4 20.00 8.50 Masonry substructure &
RCC superstructure
5 MNB-18 Stream 114.100 4X3.1 15.60 8.30 RCC /PCC substructure &
RCC superstructure
6 MNB-19 Stream 114.600 3X3.5 13.50 9.00 Masonry substructure &
RCC superstructure
7 MNB-20 Stream 117.500 2X3.2 8.60 8.20 Masonry substructure &
RCC superstructure
8 MNB-21 Stream 119.900 2 X 3.2 7.00 7.6 Masonry substructure &
RCC superstructure
9 MNB-22 Kasari River
124.100 6X6.3 54.60 8.30 Masonry substructure &
RCC superstructure
174
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
6.2.7.3 Pipe Culverts:
Sr.
No
Culvert
No
Existing
Chainage
(km)
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriagewa
y
Width
(Existing)
(in m.)
Remarks
PACKAGE – PN45
1 PC-1 1.40 1x1.2 10.20 7.00 Masonry structure. More
Vegetation Growth, Pipe
Internal Thickness= 110mm
2 PC-2 2.60 2 x 1.2 15.50 7.00 Masonry structure. Pipe
Thickness = 140mm
3 PC-3 4.20 2 x 0.9 11.00 6.70 RCC structure. Pipe Thickness
= 70mm
4 PC-4 4.30 1 x 0.9 10.00 6.50 Masonry structure. Pipe
Thickness = 70mm
5 PC-5 4.90 1 x 0.9 10.40 5.60 Masonry structure. Pipe
Thickness = 70mm
6 PC-6 5.20 1 x 0.9 10.40 5.30 Masonry structure.
Vegetation Growth, Pipe
Thickness = 70mm
7 PC-7 6.40 1 x 1 10.50 5.60 Masonry structure. Pipe
Thickness = 110mm
8 PC-8 6.800 1 x 1 10.40 5.50 Masonry structure. Pipe
Thickness = 70mm
9 PC-9 7.000 1 x 1 10.40 5.50 Masonry structure. Pipe
Thickness = 70mm
10 PC-10 8.000 4 x 1 10.40 5.70 Masonry structure. Pipe
Thickness = 70mm
11 PC-11 8.600 2 x 0.9 10.40 6.20 Masonry structure. Pipe
Thickness = 30mm
12 PC-12 9.800 1 x 0.9 10.30 6.00 Masonry structure. Pipe
Thickness = 30mm
13 PC-13 10.400 1 x 1.2 10.40 6.60 Masonry structure. Pipe
Thickness = 70mm
14 PC-14 11.000 1 x 0.9 10.40 6.50 Masonry structure. Pipe
Thickness = 30mm
175
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Existing
Chainage
(km)
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriagewa
y
Width
(Existing)
(in m.)
Remarks
15 PC-15 13.000 4 x 0.9 8.00 8.00 Masonry structure. Pipe
Thickness = 30mm
16 PC-16 13.400 1 x 1.2 11.90 5.50 RCC structure. Pipe Thickness
= 70mm
17 PC-17 14.000 1 x 1.2 11.50 5.50 RCC structure. Pipe choke up
18 PC-18 15.100 2 x 1.2 8.00 5.30 Masonry structure. Pipe
Thickness = 100mm
19 PC-19 19.900 1 x 0.9 9.90 8.60 Rack structure. Vegetation
Growth, Pipe Thickness =
100mm
20 PC-20 19.950 1 x 0.6 9.90 9.80 Rack structure. One side pipe
is deteriorated completely
21 PC-21 20.500 1 x 0.6 9.90 9.80 Rack structure. Pipe choke up
22 PC-22 20.800 1 x 1 12.10 6.00 Rack structure. pipe cracked
23 PC-23 22.100 1 x 1 12.00 6.00 Rack structure. pipe cracked
24 PC-24 34.100 2 x 0.9 10.50 7.30 PCC structure. Pipe Thickness
= 30mm
25 PC-25 35.800 2 x 0.9 13.20 7.20 PCC structure. Pipe Thickness
= 30mm
26 PC-26 36.400 3 x 1 11.80 7.40 PCC structure. Vegetation
growth, Pipe Thickness =
70mm
27 PC-27 36.900 2x 1 10.10 7.00 PCC structure. Pipe
Thickness = 70mm
28 PC-28 37.800 2x 0.9 10.80 6.40 PCC structure. Pipe Thickness
= 30mm
29 PC-29 38.400 2x 0.9 11.60 7.50 PCC structure. Pipe Thickness
= 30mm
30 PC-30 40.100 2x 0.9 11.70 7.60 PCC structure. Pipe Thickness
= 30mm
31 PC-31 42.700 2x 0.9 15.50 14.50 PCC structure. Pipe Thickness
= 30mm, Extra Pipe Culvert
176
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Existing
Chainage
(km)
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriagewa
y
Width
(Existing)
(in m.)
Remarks
on rough road
32 PC-32 43.100 2x 0.9 14.70 10.00 PCC structure. Pipe Thickness
= 30mm, Major Cracks
33 PC-33 49.000 2x 1.2 9.00 6.70 Masonry structure. Right side
wall = 27.6, L.S.W = 12.6m
34 PC-34 50.100 3 x 0.9 10.00 7.20 Masonry structure. Pipe
Thickness = 30mm
35 PC-35 50.500 5 x 1.2 11.10 7.20 Masonry structure. Pipe
Thickness = 70mm
36 PC-36 51.600 1 x 0.9 10.00 7.20
Masonry structure. Pipe
Thickness = 30mm, Poor
Condition with vegetation
growth
37 PC-37 52.000 2 x 0.9 10.10 7.20
Masonry structure. Pipe
Thickness = 30mm, Poor
Condition with vegetation
growth
38 PC-38 52.100 1 x 0.9 10.00 7.20 Masonry structure. Pipe
Thickness = 30mm
39 PC-39 54.200 1 x 0.9 10.10 7.50 Masonry structure. Pipe
Thickness = 30mm
40 PC-40 54.300 1 x 0.9 8.50 7.10 Masonry structure. Pipe
Thickness = 30mm
41 PC-41 54.600 6 x 0.9 8.50 7.10 Masonry structure. Pipe
Thickness = 30mm
42 PC-42 55.100 2 x 1.2 14.00 7.00 PCC structure. Pipe Thickness
= 30mm
43 PC-43 56.000 2 x 0.9 10.10 7.10 Masonry structure. Pipe
Thickness = 30mm
44 PC-44 56.000 2 x 0.9 10.10 7.20 Masonry structure. Pipe
Thickness = 30mm,
45 PC-45 56.400 3 x 0.9 10.10 7.30 Masonry structure. Pipe
Thickness = 30mm
177
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Existing
Chainage
(km)
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriagewa
y
Width
(Existing)
(in m.)
Remarks
46 PC-46 56.800 2 x 0.9 10.20 7.00 Masonry structure. Pipe
Thickness = 30mm
47 PC-47 56.900 2 x 0.9 10.20 7.30 Masonry structure. Pipe
Thickness = 30mm
48 PC-48 57.200 2 x 0.9 10.20 7.30 Masonry structure. Pipe
Thickness = 30mm
49 PC-49 57.900 3 x 0.9 10.00 7.10 Masonry structure. Pipe
Thickness = 30mm
50 PC-50 58.000 1 x 1.2 10.00 7.10 Masonry structure. Pipe
Thickness = 70mm
51 PC-51 59.400 1 x 0.9 10.10 7.10 Masonry structure. Pipe
Thickness = 30mm
52 PC-52 62.200 1 x 0.9 9.10 6.90 PCC structure. Pipe Thickness
= 30mm
53 PC-53 62.220 1 x 0.9 9.10 6.90 PCC structure. Pipe Thickness
= 30mm
54 PC-54 62.700 1 x 0.9 11.20 5.90 PCC structure. Pipe Thickness
= 30mm
55 PC-55 63.200 1 x 0.9 9.20 5.80 PCC structure. Pipe Thickness
= 30mm
56 PC-56 63.900 3 x 0.9 9.20 7.20 PCC structure. Pipe Thickness
= 30mm
57 PC-57 64.100 1 x 0.9 9.20 6.30 PCC structure. Pipe Thickness
= 30mm
58 PC-58 64.300 1 x 0.9 9.20 7.20 PCC structure. Pipe Thickness
= 30mm
59 PC-59 64.600 1 x 0.9 9.20 7.20 PCC structure. Pipe Thickness
= 30mm
60 PC-60 64.800 1 x 0.9 9.20 5.60 PCC structure. Pipe Thickness
= 30mm
61 PC-61 65.900 1 x 0.9 7.10 5.50 Masonry structure. Pipe
Thickness = 30mm
178
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Existing
Chainage
(km)
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriagewa
y
Width
(Existing)
(in m.)
Remarks
62 PC-62 67.400 1 x 0.9 10.00 6.20 Masonry structure. Pipe
Thickness = 30mm, Bhivur
Junction
63 PC-63 68.200 1 x 0.9 10.00 7.00 Masonry structure. Pipe
Thickness = 30mm, Bhivur
Junction
64 PC-64 68.400 2 x 0.9 10.10 7.10 Masonry structure. Pipe
Thickness = 30mm
65 PC-65 69.000 1 x 0.9 10.10 7.10 Masonry structure. Pipe
Thickness = 30mm
66 PC-66 69.200 1 x 0.9 10.00 7.20 Masonry structure. Pipe
Thickness = 30mm
67 PC-67 69.600 2 x 1.2 10.10 6.60 Masonry structure. Pipe
Thickness = 70mm
68 PC-68 70.30 2 x 0.9 10.00 7.00 Masonry structure. Pipe
Thickness = 30mm
69 PC-69 72.00 2 x 0.9 10.00 7.20 Masonry structure. Pipe
Thickness = 30mm
70 PC-70 72.10 1 x 0.9 10.00 7.00 Masonry structure. Pipe
Thickness = 30mm, Black
Cotton Soil
71 PC-71 72.70 2 x 0.9 10.00 7.00 Masonry structure. Pipe
Thickness = 30mm, Near
Aswale wadi KVA Station
72 PC-72 72.80 2 x 0.9 10.00 7.00 Masonry structure. Pipes
choke up, covered with
vegetation
73 PC-73 72.90 1 x 0.9 10.00 7.00 Masonry structure. Very Poor,
MSEB KVA near Station
74 PC-74 73.200 1 x 0.9 8.80 7.00 Masonry structure. Pipe
Thickness = 30mm
75 PC-75 74.100 1 x 0.9 10.00 7.00 Masonry structure. One side
is Closed, Pipe Thickness =
30mm
179
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Existing
Chainage
(km)
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriagewa
y
Width
(Existing)
(in m.)
Remarks
76 PC-76 74.900 4 x 0.9 10.10 7.00 Masonry structure. Pipe
Thickness = 30mm
77 PC-77 75.900 1 x 0.9 10.00 7.00 Masonry structure. Pipe
Thickness = 30mm
78 PC-78 76.500 1 x 0.9 10.00 7.00 Masonry structure. Pipe
Thickness = 30mm
79 PC-79 76.600 1 x 0.9 10.20 7.00 Masonry structure. Pipe
Thickness = 30mm, Right side
drainage work in progress
80 PC-80 76.800 1 x 0.9 10.20 7.00 Masonry structure. Pipe
Thickness = 30mm
81 PC-81 77.000 1 x 0.9 10.00 7.00 Masonry structure. Pipe
Thickness = 30mm, one side
choke up, Built up on culvert
82 PC-82 77.200 1 x 0.9 9.90 6.80 Masonry structure. Pipe
Thickness = 30mm
83 PC-83 77.400 1 x 0.9 10.00 7.00 Masonry structure. Pipe
Thickness = 30mm
84 PC-84 77.600 1 x 0.9 10.00 7.00 Masonry structure. Pipe
Thickness = 30mm
85 PC-85 77.700 1 x 0.9 10.00 7.80 Masonry structure. Pipe
choke up
86 PC-86 78.600 1 x 0.9 10.00 7.00 Masonry structure. Pipe
choke up, Very Poor state
87 PC-87 78.900 1 x 0.9 10.00 7.00 Masonry structure. Pipe
Thickness = 30mm, Covered
with vegetation
88 PC-88 79.200 1 x0.9 10.00 7.00 Masonry structure. Pipe
Thickness = 30mm, Pipe
choke up
89 PC-89 79.300 3 x 0.9 10.00 7.00 Masonry structure. Pipe
Thickness = 30mm, Pipe
choke up
180
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Existing
Chainage
(km)
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriagewa
y
Width
(Existing)
(in m.)
Remarks
90 PC-90 79.400 3 x 0.9 10.00 7.00 Masonry structure. Pipe
Thickness = 30mm, Broken
Pipe
91 PC-91 79.800 2 X 0.9 9.00 7.00 Masonry structure. Pipe
Thickness = 30mm
92 PC-92 80.600 3 x 0.9 10.00 7.00 Masonry structure. Pipe
Thickness = 30mm
93 PC-93 81.200 1 x 1.0 9.00 6.20
Masonry structure. Poor
Conditions in Built up area of
Kokrud covered with
vegetation
PACKAGE – PN46
1 PC-94 83.20 3x0.90 10.70 6.00
PCC structure. Pipe Thickness
= 30mm, Poor Condition, Pipe
choke up, covered with
vegetation
2 PC-95 83.70 5x1.00 11.00 6.00
Masonry structure. Pipe
Thickness = 30mm, Poor
Condition, Right side Pipe
choke up, covered with
vegetation
3 PC-96 84.10 1 x 0.90 11.30 7.00 Masonry structure. Pipe
thickness = 30mm
4 PC-97 84.60 3x0.90 10.50 7.20
Masonry structure. Pipe
thickness = 30mm, Very Poor
Condition, covered with RCC
Drain
5 PC-98 85.30 1x0.90 10.80 6.50 Masonry structure. Pipe
thickness = 30mm, Retaining
wall + Single pipe
6 PC-99 85.50 1x0.90 15.10 10.20 PCC structure. Pipe thickness
= 30mm,
7 PC-100 85.70 1x0.90 11.20 5.50 Masonry structure. Pipe
thickness = 30mm
8 PC-101 85.800 1x0.90 12.00 5.90 Masonry structure. Pipe
thickness = 30mm, Broken
181
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Existing
Chainage
(km)
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriagewa
y
Width
(Existing)
(in m.)
Remarks
Head wall
9 PC-102 85.850 1x0.90 11.30 5.20 Masonry structure. Pipe
thickness = 30mm
10 PC-103 86.100 1x0.90 10.50 5.70 Masonry structure. One side
pipe is broken Pipe thickness
= 30mm
11 PC-104 86.300 1x0.90 9.80 5.20 Masonry structure. Half
Broken, Pipe thickness =
30mm
12 PC-105 86.400 1x0.80 11.20 5.80 Masonry structure. Pipe
thickness = 30mm
13 PC-106 86.500 2x1.20 12.20 5.80 Masonry structure. Pipe
thickness = 70mm
14 PC-107 86.700 2x1.20 12.70 5.80 Masonry structure. Pipe
thickness = 70mm
15 PC-108 86.900 02x1.2 13.40 7.50 Masonry structure. Pipe
thickness = 70mm
16 PC-109 87.100 1x0.90 12.20 6.00 Masonry structure. Pipe
thickness = 30mm, Pipe
Choke up
17 PC-110 87.200 1x0.90 11.60 5.60 Masonry structure. Pipe
thickness = 30mm
18 PC-111 87.300 1x0.90 10.70 5.80 Masonry structure. Pipe
thickness = 30mm
19 PC-112 87.500 1x0.80 12.80 5.70 Masonry structure. Pipe
thickness = 30mm
20 PC-113 87.600 1x0.90 12.10 5.70 Masonry structure. Pipe
thickness = 30mm
21 PC-114 87.700 1x0.90 12.20 5.70 Masonry structure. Pipe
thickness = 30mm
22 PC-115 87.800 1x0.90 12.20 6.90 Masonry structure. Pipe
thickness = 30mm, Pipe
Choke up
182
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Existing
Chainage
(km)
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriagewa
y
Width
(Existing)
(in m.)
Remarks
23 PC-116 87.850 1x0.90 11.40 7.00 Masonry structure. Pipe
thickness = 30mm
24 PC-117 87.900 1x0.90 14.00 7.30 Masonry structure. Pipe
thickness = 30mm, Pipe
Choke up
25 PC-118 88.100 2x1.20 11.00 7.00 Masonry structure. Pipe
thickness = 70mm,
26 PC-119 88.300 1x0.90 11.20 7.00 Masonry structure. Pipe
thickness = 30mm,
27 PC-120 88.350 1x0.90 11.20 7.00 Masonry structure. Pipe
thickness = 30mm,
28 PC-121 88.600 1x0.90 11.20 7.00 Masonry structure. Pipe
thickness = 30mm
29 PC-122 88.800 1x0.90 11.20 7.00 Masonry structure. Pipe
thickness = 30mm
30 PC-123 88.900 1x1.2 11.20 7.00 Masonry structure. Pipe
thickness = 70mm,
31 PC-124 88.950 2x1.2 13.00 8.00 Masonry structure. Pipe
thickness = 70mm, Pipe
Broken
32 PC-125 89.200 1x1.2 11.30 6.50 Masonry structure. Pipe
thickness = 70mm, Pipe
Broken
33 PC-126 89.700 1x0.9 11.10 5.70 Masonry structure. Pipe
thickness = 30mm
34 PC-127 90.200 1x0.90 12.00 7.00 Masonry structure. Pipe
thickness = 30mm
35 PC-128 91.100 1x0.9 11.10 6.10
Masonry structure. Pipe
thickness = 30mm, Pipe
Buried in Soil and Poor
Condition
36 PC-129 91.200 1x0.90 12.10 6.90 Masonry structure. Pipe
thickness = 30mm, Pipe
Buried in Soil and Poor
183
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Existing
Chainage
(km)
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriagewa
y
Width
(Existing)
(in m.)
Remarks
Condition
37 PC-130 91.40 1x0.9 12.90 7.10 Masonry structure. Pipe
thickness = 30mm
38 PC-131 91.70 1x0.90 11.30 7.00 Masonry structure. Pipe
thickness = 30mm, Covered
with vegetation
39 PC-132 91.80 1x0.90 11.40 7.00 Masonry structure. Pipe
thickness = 30mm, Covered
with vegetation
40 PC-133 92.10 1x0.90 11.00 7.20 Masonry structure. Pipe
thickness = 30mm
41 PC-134 92.15 1x0.90 10.80 6.50 Masonry structure. Pipe
thickness = 30mm, Pipe
Choke up
42 PC-135 93.40 1x0.90 11.00 7.00 Masonry structure. Pipe
thickness = 30mm, left side
pipe broken
43 PC-136 93.50 1x0.90 8.50 7.10 Masonry structure. Pipe
thickness = 30mm
44 PC-137 93.80 1x0.90 9.80 7.00 Masonry structure. Pipe
thickness = 30mm, Left hand
side - Broken Wall
45 PC-138 94.000 1x0.90 10.00 5.80 Masonry structure. Pipe
thickness = 30mm, Pipe
Choke up
46 PC-139 94.600 1x0.90 11.10 7.00 Masonry structure. Pipe
thickness = 30mm, Pipe
Choke up
47 PC-140 94.700 1x0.80 11.60 6.70 Masonry structure. Pipe
thickness = 30mm, Pipe
Choke up
48 PC-141 94.800 1x0.90 11.60 6.70 Masonry structure. Pipe
thickness = 30mm, Pipe
Choke up
184
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Existing
Chainage
(km)
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriagewa
y
Width
(Existing)
(in m.)
Remarks
49 PC-142 95.800 1x0.90 11.00 7.00 Masonry structure. Pipe
Choke up
50 PC-143 96.100 1x0.90 11.10 5.70 Masonry structure. Pipe
thickness = 30mm, Near N.D.
Patil School Malkapur
51 PC-144 97.500 1x0.90 6.40 4.70
Masonry structure. Pipe
thickness = 30mm, Nala in
Built up area of Malkapur
Peth
52 PC-145 97.600 2x0.90 9.80 7.60
Masonry structure. Pipe
thickness = 30mm, Nala in
Built up area, Covered with
vegetation
53 PC-146 97.800 1x0.90 10.20 5.60 PCC structure. Pipe Choke up
54 PC-147 98.000 1x0.90 10.40 5.70 PCC structure. Pipe thickness
= 30mm, Covered with
vegetation
55 PC-148 99.400 3x0.90 10.30 6.60 Masonry structure. Pipe
thickness = 30mm, Down
Stream Can’t measure
56 PC-149 99.600 2x0.90 11.00 5.70 Masonry structure. Pipe
thickness = 30mm
57 PC-150 99.700 1x0.90 11.00 6.00 PCC structure. Pipe Choke up
58 PC-151 100.000 4x0.90 10.30 5.80 PCC structure. Pipe thickness
= 30mm
59 PC-152 106.400 1x0.90 10.10 5.70 Masonry structure. Pipe
Thickness = 30mm
60 PC-153 107.30 3 x 1.20 9.00 6.00 Masonry structure. Pipe
Thickness = 70mm
61 PC-154 107.35 1x0.90 9.40 6.00 Masonry structure. Pipe
Thickness = 30mm
62 PC-155 107.40 1x0.90 8.80 6.20 Masonry structure. Pipe
Thickness = 30mm
185
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Existing
Chainage
(km)
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriagewa
y
Width
(Existing)
(in m.)
Remarks
63 PC-156 107.50 1x0.90 8.80 6.20 Masonry structure. Pipe
Thickness = 30mm
64 PC-157 107.70 1x0.90 9.20 5.90 Masonry structure. Pipe
Thickness = 30mm
65 PC-158 108.10 2x1.20 10.80 6.20 Masonry structure. Pipe
Thickness = 70mm
66 PC-159 108.300 4x0.90 10.40 6.90 Masonry structure. Pipe
Thickness = 30mm
67 PC-160 108.600 2x0.90 10.60 6.00 Masonry structure. Pipe
Thickness = 30mm
68 PC-161 108.650 1x0.90 10.40 5.60 Masonry structure. Pipe
Thickness = 30mm
69 PC-162 108.800 1x1.2 10.40 5.90 Masonry structure. Pipe
Thickness = 70mm
70 PC-163 108.900 4 x 1.20 10.10 6.00
Masonry structure. Pipe
Thickness = 70mm, Pipe
Choke up (Reinforcement of
pipe exposed)
71 PC-164 109.000 3x1.20 10.70 6.20 Masonry structure. Pipe
Thickness = 70mm, Pipe
Choke up
72 PC-165 109.300 2 x 0.90 9.10 5.90 Masonry structure. Pipe
Thickness = 30mm
73 PC-166 112.000 5x1.20 10.40 5.70 Masonry structure. Pipe
Thickness = 70mm
74 PC-167 112.200 2x0.90 10.50 6.80 Masonry structure. Pipe
Thickness = 30mm
75 PC-168 112.500 1x0.90 10.30 5.90 Masonry structure. Pipe
Thickness = 30mm
76 PC-169 112.700 1x0.90 8.90 5.60 Masonry structure. Pipe
Thickness = 30mm
77 PC-170 112.800 1x1.2 10.40 5.30 Masonry structure. Pipe
Thickness = 30mm
186
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Existing
Chainage
(km)
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriagewa
y
Width
(Existing)
(in m.)
Remarks
78 PC-171 113.700 1x0.90 10.40 5.50 Masonry structure. Pipe
Thickness = 30mm
79 PC-172 113.900 1x0.90 10.40 5.10 Masonry structure. Pipe
Thickness = 30mm
80 PC-173 114.200 2x0.90 6.40 3.70
Masonry structure. Pipe
Thickness = 30mm, Poor
condition of pipe on both
sides, soil filled inside
81 PC-174 114.300 1x.0.90 11.40 6.00 Masonry structure. Pipe
Thickness = 30mm
82 PC-175 114.700 1x.0.90 10.50 4.50 Masonry structure. Pipe
Thickness = 30mm
83 PC-176 114.800 1x0.90 10.40 4.50 Masonry structure. Pipe
Thickness = 30mm
84 PC-177 115.200 2x0.90 9.10 4.50 Masonry structure. Pipe
Thickness = 30mm
85 PC-178 115.400 1x0.90 7.50 4.60 Masonry structure. Pipe
Thickness = 30mm
86 PC-179 115.700 6x0.90 10.50 4.60 Masonry structure. Pipe
Thickness = 30mm
87 PC-180 116.000 1x0.90 9.30 4.50
Masonry structure. Pipe
Thickness = 30mm,
Downstream pipe filled with
red soil
88 PC-181 116.400 8x0.90 7.60 5.40 Masonry structure. Pipe
Thickness = 30mm
89 PC-182 116.450 1x0.90 9.00 4.00 Masonry structure. Pipe
Thickness = 30mm
90 PC-183 116.600 1 x 0.90 8.60 3.70 Masonry structure. Pipe
Choke up
91 PC-184 116.800 2x0.90 8.30 4.50 Masonry structure. Pipe
Thickness = 30mm
92 PC-185 117.000 1x0.90 12.10 4.70 Masonry structure. Pipe
Thickness = 30mm, Red Soil
187
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Existing
Chainage
(km)
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriagewa
y
Width
(Existing)
(in m.)
Remarks
ONLY
93 PC-186 117.100 1x0.90 10.60 4.00 Masonry structure. Pipe
Thickness = 30mm, Red Soil
ONLY
94 PC-187 117.400 1x0.90 10.40 4.00 Masonry structure. Pipe
Thickness = 30mm, Red Soil
ONLY
95 PC-188 118.500 4x1.20 10.40 4.50 Masonry structure. Pipe
Thickness = 70mm
96 PC-189 118.550 1x1.20 10.40 4.80 Masonry structure. Pipe
Thickness = 100mm
97 PC-190 118.600 1x0.90 8.60 4.80 Masonry structure. Pipe
Thickness = 30mm
98 PC-191 118.800 3x1.20 10.60 4.00 Masonry structure. Pipe
Thickness = 70mm
99 PC-192 119.000 1x0.90 10.60 4.00 Masonry structure. Pipe
Thickness = 30mm
100 PC-193 119.400 1x0.90 10.40 4.10 Masonry structure. Pipe
Thickness = 30mm
101 PC-194 120.20 1x0.9 9.20 6.00 Masonry structure. Pipe
Thickness = 30mm
102 PC-195 120.50 2x1.2 10.50 5.00 Masonry structure. Pipe
Thickness = 70mm
103 PC-196 120.80 1x0.9 11.30 5.20 Masonry structure. Pipe
Thickness = 30mm
104 PC-197 120.90 3x0.90 11.20 5.70 Masonry structure. Pipe
Thickness = 30mm
105 PC-198 121.20 1x0.9 9.30 4.80
Masonry structure. Pipe
Thickness = 30mm, Very Poor
condition of pipe broken at
several Places
106 PC-199 121.40 3x1.2 9.20 5.50 Masonry structure. Pipe
Thickness = 70mm
188
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Existing
Chainage
(km)
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriagewa
y
Width
(Existing)
(in m.)
Remarks
107 PC-200 121.45 1x0.9 9.30 5.30 Masonry structure. Pipe
Thickness = 30mm
108 PC-201 121.600 1x0.9 9.20 4.50 Masonry structure. Pipe
Thickness = 30mm
109 PC-202 121.650 1x1.2 9.00 4.80 Masonry structure. Pipe
Thickness = 70mm
110 PC-203 121.800 1x0.90 8.80 4.80 Masonry structure. Pipe
Thickness = 30mm
111 PC-204 121.900 1x1.2 9.10 5.20 Masonry structure. Pipe
Thickness = 70mm
112 PC-205 122.200 1x0.90 10.10 5.20 Masonry structure. Pipe
Thickness = 30mm
113 PC-206 122.500 3x0.90 10.10 5.30 Masonry structure. Pipe
Thickness = 30mm
114 PC-207 122.800 3x0.90 10.20 5.20 Masonry structure. Pipe
Thickness = 30mm
115 PC-208 123.100 1x0.90 8.80 4.00
Masonry structure. Pipe
Thickness = 30mm, Pipe on
downstream covered with
vegetation
116 PC-209 123.200 1x0.90 9.30 4.10 Masonry structure. Pipe
Thickness = 30mm
117 PC-210 123.600 1x0.90 12.00 5.50 Masonry structure. Pipe
Thickness = 30mm
118 PC-211 123.700 1x0.90 12.00 5.20 Masonry structure. Pipe
Thickness = 30mm
119 PC-212 123.800 1x0.90 12.00 5.00 Masonry structure. Pipe
Thickness = 30mm, Pipe
Choke up
120 PC-213 124.500 2x0.90 9.10 5.20 Masonry structure. Pipe
Thickness = 30mm
121 PC-214 124.600 1x0.90 9.10 5.00 Masonry structure. Pipe
Thickness = 30mm
189
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Existing
Chainage
(km)
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriagewa
y
Width
(Existing)
(in m.)
Remarks
122 PC-215 124.900 1x0.90 9.00 5.50 Masonry structure. Pipe
Thickness = 30mm
123 PC-216 125.100 1 x 0.90 9.10 5.20 Masonry structure. Pipe
Choke up
124 PC-217 125.150 1x0.90 9.00 5.20 Masonry structure. Pipe
Thickness = 30mm
125 PC-218 125.500 3x0.90 9.00 4.00 Masonry structure. Pipe
Thickness = 30mm
126 PC-219 125.600 1x0.90 9.20 4.00 Masonry structure. Pipe
Thickness = 30mm
127 PC-220 125.700 2x0.90 9.20 3.80 Masonry structure. Pipe
Thickness = 30mm
128 PC-221 126.000 1x0.90 9.20 3.80 Masonry structure. Pipe
Thickness = 30mm
129 PC-222 126.050 1x0.90 9.40 3.70 Masonry structure. Pipe
Thickness = 30mm, Pipe
Choke up
130 PC-223 126.200 6x1.20 9.20 3.80 Masonry structure. Pipe
Thickness = 70mm
131 PC-224 126.600 3x0.90 9.10 3.80 Masonry structure. Pipe
Thickness = 30mm
132 PC-225 126.800 1x0.90 9.00 4.80 Masonry structure. Pipe
Thickness = 30mm
133 PC-226 127.200 3x1.2 9.00 3.80 Masonry structure. Pipe
Thickness = 70mm
134 PC-227 127.400 1x0.90 9.00 3.80 Masonry structure. Near
Sahyadri School Anuskura
Pipe Thickness = 30mm
135 PC-228 127.600 1x0.90 9.20 3.80 Masonry structure. Pipe
Thickness = 30mm
136 PC-229 127.900 7x1.2 10.00 4.00 Masonry structure. Pipe
Thickness = 30mm
190
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Existing
Chainage
(km)
Span
Arrangement
Existing
(in M)
Total
Length
(m.)
Carriagewa
y
Width
(Existing)
(in m.)
Remarks
137 PC-230 128.300 1x0.90 10.00 3.80 Masonry structure. Pipe
Thickness = 30mm
138 PC-231 128.400 1x0.90 10.30 3.80 Masonry structure. Pipe
Thickness = 30mm
139 PC-232 128.500 1x0.90 10.20 3.80 Masonry structure. Pipe
Thickness = 30mm
140 PC-233 128.700 3x0.90 10.30 3.80 Masonry structure. Pipe
Thickness = 30mm
141 PC-234 129.000 4x0.90 10.20 3.70 Masonry structure. Pipe
Thickness = 30mm
142 PC-235 129.200 1x0.90 10.40 3.80 Masonry structure. Pipe
Thickness = 30mm
6.2.7.4 Slab/ Box Culverts:
Sr. No
Culvert
No Name of
River Chainage
Span
Arrangement
Existing
(in m.)
Total Length (in m.)
Carriageway Width
(Existing) (in m.)
Remarks
PACKAGE – PN45
1 SC-01 Canal 11.500 1 x5.5 6.00 11.7 RCC /PCC substructure &
RCC superstructure
2 SC-02 Canal 15.000 1 x4.3 5.00 7.2 Masonry substructure &
RCC superstructure
3 SC-03 Canal 16.700 1 x 5.7 6.00 10.9 RCC /PCC substructure &
RCC superstructure
4 SC-04 Stream 37.100 1 x 5.5 5.90 9.8 Masonry substructure &
RCC superstructure
5 SC-05 Stream 49.100 1 x 0.8 1.20 7.2 Masonry substructure &
RCC superstructure
6 SC-06 Stream 50.700 1 x 0.8 1.20 7.2 RCC /PCC substructure &
RCC superstructure
7 SC-07 Stream 67.500 1 X 4.3 4.80 11.4 RCC /PCC substructure &
RCC superstructure
PACKAGE – PN46
1 SC-08 Stream 84.200 1X4.7 5.50 11.4 Masonry substructure &
RCC superstructure
2 SC-09 Stream 98.600 1X4.7 5.40 7.8 RCC /PCC substructure &
RCC superstructure
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr. No
Culvert
No Name of
River Chainage
Span
Arrangement
Existing
(in m.)
Total Length (in m.)
Carriageway Width
(Existing) (in m.)
Remarks
3 SC-10 Stream 101.300 1X2.8 3.40 10.2 RCC /PCC substructure &
RCC superstructure
4 SC-11 Stream 106.600 1X4.4 5.20 7.7 RCC /PCC substructure &
RCC superstructure
5 SC-12 Stream 123.400 1X5.6 6.00 7.7 RCC /PCC substructure &
RCC superstructure
6 SC-13 Stream 124.300 1X2.4 3.50 8.3 RCC /PCC substructure &
RCC superstructure
192
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Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
CHAPTER 7
MATERIAL INVESTIGATION
7.1 General
Availability of good quality materials in required quality is most important aspect of
construction of a road project. Soil, stone, Bitumen, Cement and steel are major
materials for road construction. Availability of same along project road is discussed
in this chapter. A materials survey was done in this regard.
The objective of the material survey is to
(i) Locate potential sources of soil for embankment and subgrade, sub- base,
base course, aggregate for bituminous mixture and for structure, cement,
steel, RCC pipes etc.,
(ii) Examine the engineering properties of the materials relevant to the
project as per MoRTH specification. As a first step, material sources have
been identified with the help of existing data, local enquiry and field
assessment. Samples of same were tested in laboratory to ascertain its
suitability for road construction.
7.2 Stone Aggregate
Good quality stone aggregate is available at various locations along project road
alignment. Following table provides list of some stone crushers available along
project alignment.
Table 7-1: Stone Crusher along Project Road S. No
Name of Stone Crusher
Area
1 Sayaji Babar Stone Crusher Gardi 2 Mahalaxmi Construction Nevari 3 Preeti Stone Crusher Ambegaon 4 Sau Jijau Stone Crusher Ambegaon 5 Pare Road Crusher Pare Road 6 Shiv Stone Crusher Bambavade 7 Mahalakshmi Stone Crusher Bambavade 8 Balaji Stone Crusher Bambavade 9 Durvankur Stone Crusher Rethare Dharan
10 Swami Samarth Stone Crusher Kameri 11 Arun Patil Stone Crusher Turukwadi 12 Ram Kesare Stone Crusher Red 13 Rajaram Khot Stone Crusher Aswalewadi 14 Shivaji Patil Stone Crusher Rile
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Samples are collected from these quarries and have been tested in laboratory.
Following tests have been conducted
• Aggregate Impact Value (AIV)
• Water Absorption
Following table provides summary of test results of stone samples
Table 7-2: Stone Quarry Test result
Sr. No
Crusher Name
Aggregate
Impact
Value
Water
Absorption
1 Sai Samarth Crusher Red Village 10.59 1.27
2 Balaji Crusher (Alandi Gaon) 25.7 2.14
3 Durvankur Stone Crusher (Retre Dharan) 11.11 1.91
4 Arun Patil Stone Crusher 16.03 1.66
5 Vita (Sayaji Babar Crusher) 21.2 1.93
6 Sou Jijau Crusher 21.87 1.92
7 Sai Samarth Kameri 18.37 1.86
8 Hira Stone Crusher (Bilashi) 17.64 1.82
Detailed results of the tests on aggregates are attached in Material Report (Volume
III)
As per specifications stone should have maximum value of AIV as 30 to be suitable
for road construction. AIV of all sources is about 15 and water absorption is also
below 2%. This indicates that good quality stone materials are available along project
road within workable lead.
7.3 Soil Borrow Area Details
As per local enquiry and survey, Soil is available along the project stretch. Except for
the stretches of black cotton soil like from Balwadi to Palus and from Takari to
Islampur, good quality soil is available at short lead from road. Following table
provides list of some of potential source of soil which can be used for road
construction.
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Table 7-3 : Potential Borrow Areas for Soil S.
No. Chainage
(km) Village Name
Contact Person
Remarks
1 0.00 Gardi Mr. Sayaji Babar 5 km from 0 Chainage
2 23.00 Andhali Fata, Bambavade
Mahalaxmi Crusher, Bambavade
13 km Kundal
3 49.00 Kameri Swami Samarth Crusher
6.5 km from Peth
4 60.00 Rethare Dharan
Durvankur Crusher 3 km from Project road LHS near Shirala
5 62.00 Red Ram Kesare 3 km from Project road LHS near Shirala
6 75.00 Rile Mr. Shivaji Patil 2 km LHS from Rile
7 77.00 Aswalewadi Mr. Rajaram Khot 2 km LHS Side from Road
8 82.00 Turukwadi Mr. Arun Patil 2 km from RHS from Turukwadi
Following tests were conducted on samples collected from above borrow areas.
• MDD
• OMC
• CBR (Soaked)
Summary of same is given in table below.
Table 7-4: Engineering properties of Borrow Area Soil
Name of Village Maximum Dry
Density (MDD)
CBR (Soaked)
%
Near Warna river bridge 1.79 10.82
Near Babar Crusher Vita 2.05 11.41
Andhali 2.05 12.39
Pawlewadi 1.90 17.71
Kottoli Pattewadi (Turukwadi) 1.79 18.1
Rile Village 2.05 18.1
Retre Dharan 2.04 18.3
Malkapur Near Kadvi River Bridge 1.78 20.07
Kumeri (Near Sharad Patil Crusher) 1.95
25.1
CBR of 10% is selected as design CBR for pavement thickness design.
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
7.4 Cement & Steel
Steel and cement are available in Kolhapur and Sangli. All major brands of cement
like Ambuja, L&T, JK, etc. are available in area through their outlets. Since project
would require large volume of construction materials, all major brands would be
willing to provide material at site in competitive prices.
7.5 Bitumen
Mumbai is the nearest refinery from where bulk bitumen can be procured for project
road construction. Total lead of Mumbai refinery from project road is 366 km & 369
km for Package 10A & 10B respectively.
7.6 Hume Pipe
RCC hume pipes are abundantly available in project area. Sangli – Kolhapur area has
large number of hume pipe factories. They make all sizes of pipes.
Availability and other aspects of materials is discussed in detail in Material Report
(Vol-III).
196
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
CHAPTER 8
DESIGN STANDARD
8.1 General
Design of all elements of improvement scheme for project roads is done as per
relevant IRC / IS codes and best practices. Basic approach and concepts of design of
major elements are discussed as under.
8.2 Typical Cross Section
Cross sections form the basis of road design. It has been observed during inventories,
surveys and investigations that project road has varying configuration of land use and
accordingly would require multiple type of cross-sections as per site requirement. As
established in traffic analysis part, two lane carriageways are recommended for
project road. In villages there would be demand for pedestrian and drainage facilities.
In villages it would be difficult to alter final level of road as would disturb plinth
levels of already present houses and shops. Additional there are locations which have
specific requirements like weak soil strata or special safety measure.
In forest areas it is decided during visit of Hon’ble Chief Engineer on site on 7th June
2017 that in forest areas widening would be limited to intermediate lane (5.5m) due
to land way limitations in forest areas.
With the advent of better technology, vehicles now travel at a higher speed as
compared to previous times. Thus, safety of road user has become a prime concern in
all road designs. Shoulders play very important role in traffic safety in distressed
condition.
Taking all of above in to consideration following typical cross sections are suggested.
Typical Cross Section of the Project Road
Following typical sections are proposed for project road.
Type- I: These sections would be applicable for rural non-forest areas from Vita to
Kokrud. Asphalt pavement of 7.0 m carriageway flanked by 1.5m paved shoulder on
either side is proposed in these sections. There will be 1 m earthen Shoulder on either
side. Thus total formation width is 12m. Space for utility corridor shall be left
depending on availability of ROW. This section would generally be proposed at rural
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
locations. Type-I cross section can be divided into following sub categories.
• Type – I (A): New Construction in Black Cotton Areas
• Type -I (B): Widening and strengthening
• Type- I (C): Reconstruction
• Type-I (D): Special Section for black spot to improve visibility
Type- II: There are some forest stretches along project road where land width
available for road construction is limited. It is suggested that road improvement
proposal would be limited to existing roadway to avoid any construction into forest
areas. Following type of cross sections are developed for stretches passing through
forest areas
• Type - II (A): In this section, existing width of road carriageway would be
strengthened. This would be applicable for forest area before Malkapur where
existing carriageway width is about 7m.
• Type - II (B): This will be applicable for forest stretches where the existing
carriageway would be widened to intermediate lane for land limitations
• Type - II (C): This will be applicable for forest stretches where the existing
carriageway would be reconstructed to intermediate lane for land limitations
Type- III: Type-III cross section is for built up areas. Typical cross sections are
divided into following categories.
• Type – III (A): This is applicable for Isalmapur built up area where relatively
bigger width of carriageway is available. Concrete Pavement is provided in
built up area of Islampur
• Type -III (B): This cross section would be applicable for built up location
where concrete pavement is proposed with new RCC covered drain on either
side
• Type -III (C) – This cross section is applicable for built up areas where there
is existing drain. Pavement is proposed as concrete pavement.
• Type-III (D) – This is special cross section for stretch in the approach of
Islampur. Flexible pavement is strengthened. There is existing footpath and
drain on one side. Asphalt pavement is extended to this extent.
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
• Type -III (E)- This cross section is applicable for locations where pavement is
built with asphalt in built up area. RCC covers drain is proposed on both
sides. Pavement is reconstructed.
• Type-III (F)- Roadway width is limited in few built up locations. In such
locations Asphalt pavement with mountable perforated drain cover is
provided which can be used for travel path.
• Type-III (G)- This cross section is applicable for locations where pavement is
built with asphalt in built up area. Existing Drain is used. Pavement is
reconstructed.
Type- IV: These sections are applicable for stretch from Kokrud to Anuskura.
Asphalt pavement of 7 m width with earthen shoulder of 1 m on either side is
proposed in these locations. This typical cross section is divided into following sub
categories.
• Type – IV (A): Reconstruction in both side valley locations.
• Type -IV (B): Widening and strengthening in both side valley locations
• Type- IV (C): Reconstruction in stretches where there is hill on one side.
Earthen shoulder is provided on valley side while as trapezoidal PCC lined
drain is provided on hill side. A shyness width of 0.5m is added to pavement
on hill side.
• Type-IV (D): Widening and strengthening in stretches where there is hill on
one side. Earthen shoulder of 1m is provided on valley side while as
trapezoidal PCC lined drain is provided on hill side. A shyness width of 0.5m
is added to pavement on hill side.
Following table summarizes different cross sections applicable for project road.
Table 8-1: Typical Cross Section Details
Sr
No
Road
Section
Type
Carriagew
ay (m)
Paved
Shoulde
r
Shy
ness
Earthen
Shoulder
(m)
Total
Format
ion Drain Remarks
1 1A 7.0 3 2.0 12.0 Drain
Trench
Reconstruction
in Black Cotton
Soil
2 1B 7.0 3 2.0 12.0 Drain
Trench
Widening and
strengthening -
(Open Country)
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Sr
No
Road
Section
Type
Carriagew
ay (m)
Paved
Shoulde
r
Shy
ness
Earthen
Shoulder
(m)
Total
Format
ion Drain Remarks
3 1C 7.0 3 2.0 12.0 Drain
Trench
Reconstruction
- (Open
Country)
4 1D 7.0 3 10.0 L-Drain
Reconstruction
in Hill cutting
with L-Drain
From 71.080 to
72.850
5 2A 5.5 2.0 7.5 Drain
Trench
Strengthening -
(Forest Area) If
Existing CW
Width >=5.5m
6 2B 5.5 2.0 7.5 Drain
Trench
Widening &
Strengthening -
(Forest Area) If
Ex CW Width
<5.5m
7 2C 5.5 2.0 7.5 Drain
Trench Reconstruction
- (Forest Area)
8 3A 16.9 16.9 1.75
Strengthening
Built-Up Area
Islampur (CH.
42.150 to
44.141)
Concrete One
Side New Drain
.Varies CW
9 3B 7.0 7.0 3.5
Reconstruction
Built-Up Area -
With New Drain
Concrete
10 3C 7.0 7.0 Use
Existing
Reconstruction
Built-Up Area -
With Existing
Drain Concrete
11 3D 13 13.0 Use
Existing
Widening and
Strengthening
Sugar factory
Area Islampur
12 3E 7.0 7.0 3.5
Reconstruction
Built-Up Area -
BT with New
covered Drain
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr
No
Road
Section
Type
Carriagew
ay (m)
Paved
Shoulde
r
Shy
ness
Earthen
Shoulder
(m)
Total
Format
ion Drain Remarks
13 3F 7.0 7.0 3
Reconstruction
Built-Up Area -
BT with New
perforated
Drain
14 3G 7.0 7.0
Use
Existin
g
Reconstructio
n Built-Up
Area - With
Existing Drain
BT
15 4A 7.0 2 9.0 Drain
Trench
Reconstruction
Without
Parapet/RW
Both Side Valley
16 4B 7.0 2 9.0 Drain
Trench
Widening and
stregthening
Without
Parapet/RW
Both Side Valley
17 4C 7.0 0.5 1 8.5 Drain
Trench
Reconstruction
Without
Parapet/RW
One Side Hill
One side Valley
18 4D 7.0 0.5 1 8.5 Drain
Trench
Widening and
stregthening-
Without
Parapet/RW
One Side Hill
One side Valley
Typical cross sections are placed at Annexure – 8.1
8.3 Standard Lane Width
The Standard lane width of the Project Highway shall be 3.5 m as per IRC guidelines
8.4 Design Speed
IRC-73-1980: Geometric Design Standards for Rural Roads provides guideline on
design speed in various terrains. Project road comes under category of Major District
Road. Accordingly suggested design speeds as per site condition are given in table as
under. Further as per PWD guideline, in order to avoid additional land acquisition,
limited speed of 40 KMPH and 20 KMPH in plain / rolling and mountainous terrain
respectively.
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Table 8-2: Design Speed
Nature of
Terrain Cross slope of the ground
Design Speed (km/hr)
Ruling Minimum
Plain Less than 10 per cent 80 65/40
Rolling Between 10 and 25 per cent 65 50/40
Mountainous Between 25 and 60 per cent 40 30/20
Steep More than 60 per cent 30 20
In general, the ruling design speed shall he adopted for the various geometric design
features of the road. Minimum design speed shall be adopted where site conditions
are restrictive and adequate land width is not available. However, at certain locations
where existing site conditions and availability of land does not allow provision of
minimum speed, appropriate traffic calming measures shall be adopted for speed
restriction and safety.
8.5 Shoulders
The type of shoulders shall be as below:
• Paved Shoulder - In the rural up section paved shoulder shall be paved
which would have same specifications as that of main carriageway.
• Earthen Shoulder / Granular Shoulder - In open country with isolated built
up area, the earthen shoulder shall be provided which shall be covered with
150 mm thick layer of selected earth / Murum.
8.6 Extra Widening
On horizontal curves with radius, less than 300 m width of pavement shall be
increased as per Table 2.3.
Table 8-3: Extra Width of Pavement and Roadway
Radius of Curve Extra Width
Up to 40 m 1.5 m
41-60 m 1.2 m
61-100 m 0.9 m
101-300 m 0.6 m
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8.7 Camber/Cross Fall
To facilitate quick disposal of rainwater from surface suitable cross fall shall be
provided as below.
Table 8-4: Cross Fall (Camber)
Category of surface Cross Fall (%)
Bituminous 2.5 %
Cement Concrete 2.5 %
Earthen / Granular Shoulder 3.0%
8.8 Horizontal Alignment
Horizontal alignment shall be designed to blend well with existing topography and
surrounding features. While designing the horizontal alignment, the following
general principles are followed:
i. Alignment should be fluent and it shall be well blended with the surrounding
topography.
ii. The curves shall be designed to have largest possible radius. It shall be
designer’s endeavor to provide horizontal curve radii corresponding to design
speed for section with exceptions at locations where site conditions and land
availability warrants otherwise.
iii. As a normal rule, sharp curves shall be avoided at the end of long tangent
since these are extremely hazardous.
iv. The curves shall be sufficiently long with suitable transitions to provide
pleasing appearance.
v. Reverse curves shall be avoided as far as possible. Where it is unavoidable,
sufficient length between two curves shall be provided for introduction of
requisite transition curves as per site conditions.
vi. Curve in the same direction, separated by short tangents known as broken
back curves, should he avoided as far as possible.
vii. To avoid distortion in appearance, the horizontal alignment should be
coordinated carefully with the longitudinal profile.
viii. Hairpin bends on hilly terrain if any shall be avoided as far as possible.
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
ix. Horizontal curves shall consist of circular portion flanked by spiral transitions
at both ends as far as possible as per site condition.
8.8.1 Radii of Horizontal Curves
The desirable minimum and absolute minimum radii of horizontal curves for various
classes of terrain are given as under
Table 8-5: Minimum Radii of Horizontal Curves
Nature of Terrain
Desirable Minimum
Absolute Minimum
Plain 230 m 155 m
Rolling 155 m 90 m
Mountainous 50 m 30 m
Steep 30 m 14 m
The radius of horizontal curves for various terrain conditions shall be greater than the
desirable values given in Table 2.5. However, where site conditions are restrictive
and adequate land is not available, the curve shall be designed with maximum
possible radius to suit the site condition with appropriate safety measures.
8.8.2 Transition Curves
Minimum length of transition curve shall he determined from the following two
considerations and the larger of the two values shall be adopted for the design
purpose.
1. The rate of change of centrifugal acceleration should not cause discomfort
to drivers. From this consideration, the length of transition curve is given
by:
Ls = 0.0215 V3 / CR
Where:
LS = length of transition curve in meters,
V = Speed in km/hr,
R = Radius of circular curve in meters,
C = 80/ (75 + V) (subject to a maximum of 0.8 and minimum of 0.5)
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
2. The rate of change of super-elevation should be such as not to cause discomfort
to travelers. Further, rate of change should not he steeper than 1 in 150 for roads
in plain/rolling terrain, and 1 in 60 in mountainous/steep terrains.
The formula for minimum length of transition curve as per IRC is:
Ls = 2.7 V2/R
8.9 Sight Distance
Visibility is an important requirement for the safety of travel on roads. For this, it is
necessary that sight distance of adequate length is available in different situations, to
permit drivers enough time and distance to control their vehicles so that chances of
accidents are minimized.
On two-lane roads, intermediate sight distance is proposed to be available
throughout. However, considering the future traffic scenario the design shall be done
to cater for the overtaking sight distance in as much length of the road as possible. In
stretches where intermediate sight distance is not available, the safe stopping sight
distance shall be provided. Traffic signs depicting "Overtaking Prohibited:" shall be
installed at all such locations.
The recommended sight distances for various speeds are given as under.
Table 8-6: Sight Distances for Various Speed
Speed
(km/hr)
Stopping Sight
Distance (m)
Intermediate
Sight Distance (m)
Overtaking Sight
Distance (m)
80 120 240 470
65 90 180 340
50 60 120 235
40 45 90 165
30 30 60 120
The requisite sight distance shall be available across the inner side of horizontal
curves.
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Where horizontal and summit curves overlap, the design shall be done for the
required sight distance, both in the vertical direction, along the pavement and in the
horizontal direction on the inner side of curve.
8.10 Vertical Alignment
The vertical alignments shall be designed to provide for a smooth longitudinal
profile. Frequent grade changes are avoided which causes kinks and visual
discontinuities in the profile.
The ruling and limiting gradients are as given below.
IRC:SP:73-2015 MANUAL OF SPECIFICATIONS & STANDARDS FOR TWO
LANING OF HIGHWAYS WITH PAVED SHOULDER allows limiting following
gradients
For Plain and rolling terrain – Ruling 2.5%, Limiting- 3.3%
Mountainous– 5%, 6% as Ruling and Limiting gradients respectively
Steep– 6%, 7% as Ruling and Limiting gradients respectively
while as IRC:73- Geometric Design Standards for Rural(Non-Urban) Highways
proposes following gradients
For Plain and rolling terrain – Ruling 3.3%, Limiting- 5% and 6.7%
exceptional
Mountainous and Steep – 5%, 6% and 7% as Ruling, Limiting and Exceptional
gradients respectively
IRC: SP:48- Hill road manual proposes 6%, 7% and 8% gradients as Ruling,
Limiting and Exceptional for hilly road.
It is observed that project road has limited volume of traffic less than 10 MSA which
reflects lesser volume of heavy commercial vehicles. If gradients as proposed in
IRC:SP:73 are followed, it would lead to unwarranted cutting and filling at numerous
locations which can be avoided by following alternate acceptable guidelines by IRC.
A detailed site inspection for project road was done by Hon’ble Chief Engineer on 7th
June 2017 in which guidelines for maximum utilization of existing pavement ans
structures were given.
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
In light of above it is proposed that following vertical gradients may be adopted for
detail design of project road to maximize use of existing pavement.
The ruling, limiting and exceptional gradients are as given below;
Table 8-7: Recommendation Gradients
Nature of Terrain Ruling
Gradient
Limiting
Gradient
Exceptional
Gradient
Plan and Rolling 3.3% 5.0% 6.7%
Mountainous &
Steep 5.0% 7.0% 8%
Gradients up to the value corresponding to ruling gradient shall be adopted, as far as
possible. Limiting gradients shall be adopted only in very difficult situations and for
short lengths.
Long sweeping vertical curves shall be provided at all grade changes. These shall be
designed as square parabolas
For design of vertical curves and its co-ordination with horizontal curves. Guidelines
as per IRC: SP: 23 shall be followed. Residents of area were inquired about
submergence and flood condition of area. It was informed that road is not overtopped
by flood water at any location other than localized depressions. Level of road is more
or less equal to surrounding ground level in most of the stretch hence during rains
water is stagnated on both side of road. There were no marks high water level at
structures..
8.11 Pavement Design
8.11.1 General
a) The type of pavement structure will be flexible pavement. Strengthening of the
existing flexible pavement for some stretch shall be considered depending on
existing pavement condition and geometry of road.
b) Design of new pavement sections will be carried out duly considering all
relevant factors for assuring reliable performance that satisfies the specified
minimum performance requirements.
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
c) The Design Consultant shall undertake the necessary soil, material and pavement
investigations and traffic volume and axle load studies in accordance with the
good industry practice for preparing detailed designs.
d) The materials, mixes and construction practice shall meet the requirements
prescribed herein and MORTH Specifications / IRC Specifications, unless
specified otherwise.
e) Where problematic conditions such as expansive soils, swamps or marshes,
flooding, poor drainage, etc. are found to exist, adequate measures shall he
adopted to deal with such site conditions.
8.11.2 Design Life
Design life for pavements shall be taken as under
Flexible Pavement – Design life for flexible pavement shall be 15 years.
Rigid Pavement – Rigid pavement would be designed for a period of 30 years.
8.11.3 Method of Design of Flexible Pavement
The design of flexible pavement is covered in two parts namely, new pavements, and
widening and strengthening of existing pavements. New pavements shall be designed
in accordance with the method prescribed in IRC:37-2012 or any other international
standard method/guideline for pavement design, subject to the condition that the
overall pavement composition shall not be less than the minimum requirement
specified in IRC:37:2012.
8.11.4 Method of Design Rigid Pavement
Rigid pavement shall be designed for a period of not less than 30 years. in
accordance with the method prescribed in IRC :58-2015
8.11.5 Design Traffic
i. The design traffic shall be estimated in terms of cumulative number of standard
axles (8160 kg) to be carried by the pavement during the design period.
ii. Estimate of the initial daily average traffic flow shall be based on classified
traffic counts. IRC: 9 shall be used as guidance for carrying out the traffic
census.
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iii. Any likely change in traffic due to proposed improvement of the facility and/or
future development plans, land use, shall be duly considered in estimating the
design traffic.
iv. Traffic growth rate shall be established for each category of commercial
vehicles to be considered for design of pavement. For traffic projections, the
procedure outlined in IRC: 108 may be followed. All factors such economic
development in area and region shall be considered for growth estimation of
traffic
8.11.6 Sub-grade
The sub-grade, whether in cut or fill, shall meet the following requirements:
(i) Sub-grade layer material shall conform to the requirements laid down in
technical specifications. Expansive clays and other unsuitable soils shall
not be used for sub-grade construction. The material used in sub-grade
layer shall have dry density of not less than 17.5 KN/cum.
(ii) The thickness of sub-grade layer shall not be less than 500 mm.
(iii) The sub-grade layer shall be compacted to at least 97% of the maximum
dry density achieved with heavy compaction in accordance with IS:
2720 (Part 8).
(iv) The soaked CBR value of remolded sub-grade soil samples at the
specified dry density and moisture content shall be decided after testing
of source materials.
8.12 Pavement Components and Materials
The pavement construction materials used for sub-base, base and bituminous
surfacing shall be conforming to the requirements prescribed herein and the MORTH
and IRC Specifications, unless specified otherwise.
8.12.1 Sub-base
(i) Sub-base shall be of any of the following types:
(a) Granular stab-base conforming to clause 401 of MOSRTH
Specifications. Sub-base material shall have minimum soaked CBR value
of 30%.
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
(b) Wet Mix Macadam conforming to IRC: I09.
(ii) Frost susceptible materials shall not be used in the sub-base.
(iii) From pavement drainage considerations, the granular sub-base shall be
extended over the entire formation width. The granular sub-base shall be of
proper design and grading to perform satisfactorily as the drainage layer. In
cuttings, granular sub-base shall be at least 300 mm above the invert level of
the drain.
(iv) Where modification of granular sub-base grading given in Clause 401 of
MOSRTH Specifications is considered necessary to improve its drainage
properties, the PI. Compaction and Strength criteria shall be fully satisfied,
besides drainage efficiency.
8.12.2 Base Course
(i) Base course material and construction shall conform to the following types:
Wet Mix Macadam for base course conforming to IRC: 109.
(ii) The granular base shall be primed with a prime coat of low viscosity liquid
bituminous material of appropriate type conforming to MOSRTH
Specifications/BlS specifications, preparatory to the superimposition of
bituminous treatment or mix.
8.12.3 Bituminous Surfacing
(i) The bituminous surfacing shall be either a wearing course or a binder course
with a wearing course depending upon the design traffic.
(ii) Bituminous surfacing materials and thicknesses shall satisfy the requirements
of the IRC: 37. The suggested surfacing materials and thickness are desirable
minimum from functional and structural requirements.
(iii) The specifications for the bituminous materials and mixes shall satisfy the
specified minimum requirements, as per the relevant MOSRTH
Specifications. The design of mixes shall he done by Marshall method.
8.12.4 Granular Shoulders
Material for granular layer on shoulders shall be well-graded natural sand, murum,
gravel, crushed stone or combination thereof, conforming to Clause 401 of MOSRTH
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Specifications and having soaked CBR value of not less than 30%. The granular
layer shall be compacted to at least 98% of the maximum dry density for the material
determined as per IS: 2720 (Part 8)
8.13 Roadside drainage
8.13.1 General
i. The design and construction of surface and sub-surface drains for highway
drainage shall be carried out in accordance with the requirements of this Section.
ii. Efficient drainage system shall he provided for the entire Project Highway
including structures and facilities.
iii. For quick disposal of precipitation on the road surface, the carriageway,
shoulders and median shall have the requisite camber/cross fall and longitudinal
gradient as per the values specified in this report.
iv. The natural drainage of the area shall not be disturbed.
v. The design of drains shall he carried out in accordance with IRC: SP: 42 and
IRC: SP: 50.
8.13.2 Surface Drainage
a. The water from road and adjacent areas shall be intercepted and carried through
road side drains to natural outfalls.
b. The drains shall have sufficient capacity to carry normal peak run-off without
overflowing.
c. The selection of type of roadside drains shall be based on the magnitude and
duration of flow. The roadside drains shall be designed on the principles of flow
in open channel.
d. The estimation of design discharge (peak run off) and design of drain sections
shall be made in accordance with the procedure given in IRC: SP-42.
e. The roadside drains shall not pose any danger to traffic, slopes of cuttings,
embankment, pavement or structures.
f. Longitudinal profile of drain shall be designed to drain-off surface water to the
nearest outlet. As far as possible, longitudinal slope shall not be less than to 0.2
percent for lined drains and 0.3 percent for unlined drains.
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
g. The side slopes of the unlined drains shall be as flat its possible and shall not be
steeper than 1 H: 1 V.
h. The drains shall be provided with CC lining in the following situations:
i. When due to space constraint, the drains are located near the toe of the
embankment or near structures.
ii. Drains located in paved areas.
iii. In built-up areas, covered drains shall be provided. Such drains shall
be accommodated below the footpath, if additional land is not
available.
8.14 Amenities
8.14.1 General
Road side amenities shall be provided as per site condition. Design of amenities shall
be based on standard guidelines and best practices. Amenities typically would
include walk bays, pedestrian crossings, bus bays, traffic aid post and medical aid
post etc.
8.15 Safety Measures
One of the basic objective of improvement of project road is enhancing the safety of
road users. It includes vehicular and non-vehicular users both. All necessary
measures for safety would be taken. Following shall be provided judiciously at
various locations.
• Sight distances,
• Traffic Sign boards,
• Road Markings,
• Pedestrian Crossings
• Delineators,
• Hazard markers,
• Separate walkways
• Traffic Calming Measures
• Anti-Crash Barriers
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
8.16 Design of Structures
Design of cross drainage works like culverts, bridges shall be carried our as per
relevant IRC / IS codes. IRC SP-23: 2004 Guidelines for design of small bridges and
culverts shall be used for design of small bridges and culverts. For bridges with
longer spans following codes shall be referred as required.
� IRC: 5-2015 : Standard Specifications and Code of Practice for Road
Bridges. Section-I - General Features of Design.
� IRC: 6-2014 : Standard Specifications and Code of Practice of Road
Bridges. Section – II - Loads and Stresses
� IRC -21: Standard Specification and code of practice for Road bridges
� IRC: 112-2011 : Code of Practice for Concrete Bridges.
� IRC: 78-2014 : Standard Specifications and Code of Practice for Road
Bridges. Section – IV - Foundations and Substructure.
� IRC: 83-2015 : Standard Specifications and Code of Practice for Road
Bridges, Section-IX-Bearings Part – II – Elastomeric Bearings.
� IRC:40-2002 : Standard Specifications and Code of Practice for Road
Bridges, Section IV – Brick, Stone and Block Masonry (Second Revision)
� IRC-54-1974 : Lateral and Vertical Clearances at Underpasses for
Vehicular Traffic.
� IRC:89-1997 : Guidelines for Design and Construction of River Training &
Control Works for Road Bridges (First Revision)
� IRC:SP:18-1978 : Manual for Highway Bridge Maintenance Inspection
� IRC:SP:40-1993 : Guidelines on Techniques for Strengthening and
Rehabilitation of Bridges
� IRC:SP:66-2005 : Guidelines for Design of Continuous Bridges
� IRC:SP:69-2011 : Guidelines & Specifications for Expansion Joints
� IRC:SP-90-2010 : Manual for Grade Separators and Elevated Structures
Detailed inventory of existing structure will be done to capture existing foundation,
vent, substructure, superstructure details. In case of widening of existing bridge,
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
existing water way shall be maintained and it shall be tried to match span
arrangement of existing bridge.
In case of new bridge or culverts catchment area and hydraulic calculations shall be
done to determine requirement of vent way of CD works. Wherever possible, if
sufficient cushion is available RCC Hume pipes shall be used for culverts. In case
embankment height is not sufficient to accommodate pipe culvert box/ slab culverts
shall be proposed. Standard designs available in IRC: SP-13 and Maharashtra P.W.D.
shall be used for small culverts & minor bridges.
Overall width of all new culverts shall be equal to roadway width of the approaches.
The outer most face of railing/parapet shall be in line with the outer most edge of
shoulder. Width of new structures in different terrains shall be provided according to
the provisions of IRC: SP:73-2015.
Since the project road is away from marine environment, a moderate condition of
exposure will be adopted.
Following is a summary of the recommended design standards proposed to be
adopted for the structures:
i) Bridge Clearance
Motor Vehicles : 5.5 m
Cattle (Camel) and Pedestrian : 4.5 m (2.5m minimum)
ii) Design Flood Frequency
Bridges : 50 years
Sewers and Ditches : 10 years
iii) Minimum Drainage Channel Width : 1.0 m
iv) Minimum Vent Height for Box Culvert : 1.5 m
v) Minimum Diameter for Pipe Culvert : 1.20 m
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
CHAPTER 9
DESIGN SUMMARY
9.1 General
Various elements of project road have been design as per standard guidelines.
Designs have been developed taking into consideration traffic demand, site
conditions, engineering properties of materials and other relevant factors into
accounts. Design summary of various elements is presented in following sections.
9.2 Typical Cross- Sections
It is proposed to provide two lane undivided carriageway in project stretch as per
traffic requirement in design period. Additionally, there will be requirement of
pedestrian walkways, drains in urban areas.
Typical Cross sections have been design in response to site requirement and
condition. Different cross section would be applicable at different stretch of project
road. Following table provides details of cross section applicability along project
road.
Table 9-1: Typical Cross section for Project Road
Sr
No
Road
Section
Type
Carriagew
ay (m)
Paved
Shoulde
r
Shy
ness
Earthen
Shoulder
(m)
Total
Format
ion Drain Remarks
1 1A 7.0 3 2.0 12.0 Drain
Trench
Reconstruction
in Black Cotton
Soil
2 1B 7.0 3 2.0 12.0 Drain
Trench
Widening and
strengthening -
(Open Country)
3 1C 7.0 3 2.0 12.0 Drain
Trench
Reconstruction
- (Open
Country)
4 1D 7.0 3 10.0 L-Drain
Reconstruction
in Hill cutting
with L-Drain
From 71.080 to
72.850
5 2A 5.5 2.0 7.5 Drain
Trench
Strengthening -
(Forest Area) If
Existing CW
Width >=5.5m
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Sr
No
Road
Section
Type
Carriagew
ay (m)
Paved
Shoulde
r
Shy
ness
Earthen
Shoulder
(m)
Total
Format
ion Drain Remarks
6 2B 5.5 2.0 7.5 Drain
Trench
Widening &
Strengthening -
(Forest Area) If
Ex CW Width
<5.5m
7 2C 5.5 2.0 7.5 Drain
Trench Reconstruction
- (Forest Area)
8 3A 16.9 16.9 1.75
Strengthening
Built-Up Area
Islampur (CH.
42.150 to
44.141)
Concrete One
Side New Drain
.Varies CW
9 3B 7.0 7.0 3.5
Reconstruction
Built-Up Area -
With New Drain
Concrete
10 3C 7.0 7.0 Use
Existing
Reconstruction
Built-Up Area -
With Existing
Drain Concrete
11 3D 13 13.0 Use
Existing
Widening and
Strengthening
Sugar factory
Area Islampur
12 3E 7.0 7.0 3.5
Reconstruction
Built-Up Area -
BT with New
covered Drain
13 3F 7.0 7.0 3
Reconstruction
Built-Up Area -
BT with New
perforated
Drain
14 3G 7.0 7.0
Use
Existin
g
Reconstructio
n Built-Up
Area - With
Existing Drain
BT
15 4A 7.0 2 9.0 Drain
Trench
Reconstruction
Without
Parapet/RW
Both Side Valley
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A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr
No
Road
Section
Type
Carriagew
ay (m)
Paved
Shoulde
r
Shy
ness
Earthen
Shoulder
(m)
Total
Format
ion Drain Remarks
16 4B 7.0 2 9.0 Drain
Trench
Widening and
stregthening
Without
Parapet/RW
Both Side Valley
17 4C 7.0 0.5 1 8.5 Drain
Trench
Reconstruction
Without
Parapet/RW
One Side Hill
One side Valley
18 4D 7.0 0.5 1 8.5 Drain
Trench
Widening and
stregthening-
Without
Parapet/RW
One Side Hill
One side Valley
Table 9-2: Cross section applicability Package PN45 (Vita to Warna Bridge)
Chainage Typical Cross
Section Type Location
Type of
Pavement From To
0.000 1.000 1B Vita Asphalt
1.000 1.090 1B Asphalt
1.090 1.250 1C Asphalt
1.250 2.000 1B Asphalt
2.000 3.000 1B Asphalt
3.000 4.000 1B Asphalt
4.000 5.000 1B Asphalt
5.000 5.080 1B Asphalt
5.080 5.310 1C Asphalt
5.310 5.870 1B Asphalt
5.870 5.960 1C Asphalt
5.960 6.000 1B Asphalt
6.000 6.680 1B Asphalt
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Chainage Typical Cross
Section Type Location
Type of
Pavement From To
6.680 6.800 1C Asphalt
6.800 6.910 1B Asphalt
6.910 7.000 1C Asphalt
7.000 7.080 1C Asphalt
7.080 8.000 1B Asphalt
8.000 9.000 1B Asphalt
9.000 10.000 1B Asphalt
10.000 10.180 1B Asphalt
10.180 10.260 1C Asphalt
10.260 10.550 1B Asphalt
10.550 10.850 3E Alsund Asphalt
10.850 11.000 1B Asphalt
11.000 12.000 1B Asphalt
12.000 13.000 1B Asphalt
13.000 13.040 1B Asphalt
13.040 13.150 1C Asphalt
13.150 14.000 1B Asphalt
14.000 14.660 1B Asphalt
14.660 15.000 1C Asphalt
15.000 15.210 1B Asphalt
15.210 15.450 3B Balavadi Concrete
15.450 16.000 1C Asphalt
16.000 17.000 1B Asphalt
17.000 18.000 1B Asphalt
18.000 19.000 1B Asphalt
19.000 20.000 1B Asphalt
218
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Chainage Typical Cross
Section Type Location
Type of
Pavement From To
20.000 21.000 1A Asphalt
21.000 22.000 1A Asphalt
22.000 22.764 1A Asphalt
30.100 31.000 1A Asphalt
31.000 32.000 1A Asphalt
32.000 33.000 1A Asphalt
33.000 34.000 1A Asphalt
34.000 35.000 1A Asphalt
35.000 35.400 1A Asphalt
35.400 35.900 3E Borgaon Asphalt
35.900 36.000 1A Asphalt
36.000 37.000 1A Asphalt
37.000 37.530 1A Asphalt
37.530 37.620 1A Asphalt
37.620 38.000 1A Asphalt
38.000 39.000 1A Asphalt
39.000 39.200 1A Asphalt
39.200 40.000 1A Asphalt
40.000 41.000 1A Asphalt
41.000 41.060 1A Asphalt
41.060 42.000 3D Asphalt
42.000 43.000 3D Asphalt
43.000 43.200 3D Asphalt
43.200 44.000 3A
Islampur
(Dnyandeep
International
school, Hotel
Kokos) cc
styarted
Concrete
219
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Chainage Typical Cross
Section Type Location
Type of
Pavement From To
44.000 44.141 3A Islampur Concrete
49.201 50.000 1B Peth Asphalt
50.000 50.640 1B Asphalt
50.640 50.780 1C Asphalt
50.780 51.000 1B Asphalt
51.000 52.000 1B Asphalt
52.000 52.460 1B Asphalt
52.460 52.680 1C Asphalt
52.680 53.000 1B Asphalt
53.000 53.240 1B Asphalt
53.240 53.430 1C Asphalt
53.430 54.000 1B Retre Dharan Asphalt
54.000 54.260 1B Retre Dharan Asphalt
54.260 55.000 1B Asphalt
55.000 56.000 1B Asphalt
56.000 56.500 1B Asphalt
56.500 56.610 1C Asphalt
56.610 57.000 1B Asphalt
57.000 57.710 1B Asphalt
57.710 57.940 1C Asphalt
57.940 58.000 1B Asphalt
58.000 58.220 1B Asphalt
58.220 58.420 1C Asphalt
58.420 59.000 1B Asphalt
59.000 59.490 1B Asphalt
59.490 59.680 1C Asphalt
220
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Chainage Typical Cross
Section Type Location
Type of
Pavement From To
59.680 60.000 1B Asphalt
60.000 60.790 1B Asphalt
60.790 60.930 1C Asphalt
60.930 61.000 1B Asphalt
61.000 62.000 1B Asphalt
62.000 63.000 1B Asphalt
63.000 64.000 1B Asphalt
64.000 65.000 1B Asphalt
65.000 66.000 1B Asphalt
66.000 66.790 1B Asphalt
66.790 67.000 1C Asphalt
67.000 67.240 1B Asphalt
67.240 67.450 1C Asphalt
67.450 67.770 1B Asphalt
67.770 67.910 1C Asphalt
67.910 68.000 1B Asphalt
68.000 68.500 1B Asphalt
68.500 68.900 1C Asphalt
68.900 69.000 1B Asphalt
69.000 69.950 1B Asphalt
69.950 70.000 1C Asphalt
70.000 70.640 1C Asphalt
70.640 70.900 1B Asphalt
70.900 71.000 1B Asphalt
71.000 71.500 1D Asphalt
71.500 72.000 1D Asphalt
221
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Chainage Typical Cross
Section Type Location
Type of
Pavement From To
72.000 72.160 1D Asphalt
72.160 72.560 3F Pawle wadi Asphalt
72.560 72.640 1C Asphalt
72.640 73.000 1B Asphalt
73.000 73.410 1B Asphalt
73.410 73.580 1C Asphalt
73.580 73.630 1B Asphalt
73.630 73.700 1C Asphalt
73.700 73.730 1B Asphalt
73.730 73.830 1C Asphalt
73.830 73.910 1B Asphalt
73.910 73.980 1C Asphalt
73.980 74.000 1B Asphalt
74.000 75.000 1B Asphalt
75.000 75.360 1B Asphalt
75.360 75.460 1C Asphalt
75.460 76.000 1B Asphalt
76.000 76.560 1B Asphalt
76.560 76.670 1C Asphalt
76.670 77.000 1B Asphalt
77.000 77.410 1B Mangrul Asphalt
77.410 77.580 1C Asphalt
77.580 78.000 1B Asphalt
78.000 78.080 1B Asphalt
78.080 78.220 1C Asphalt
78.220 78.280 1B Asphalt
222
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Chainage Typical Cross
Section Type Location
Type of
Pavement From To
78.280 78.400 1C Asphalt
78.400 78.760 1B Asphalt
78.760 79.000 3G Bilashi Asphalt
79.000 79.150 3G Bilashi Asphalt
79.150 80.000 1B Asphalt
80.000 80.830 1B Asphalt
80.830 80.920 1C Asphalt
80.920 81.000 1B Asphalt
81.000 81.360 1B Asphalt
81.360 81.560 3E Malewadi Asphalt
81.560 81.790 1B Asphalt
81.790 81.880 1C Asphalt
81.880 81.960 1B Asphalt
81.960 82.000 3C Kokrud Concrete
82.000 82.760 3C Kokrud Concrete
82.760 83.000 1C Asphalt
83.000 84.087 1C Asphalt
Table 9-3: Cross section applicability Package PN46 (Warna Bridge to Anuskura)
Chainage Typical Cross
Section Type Location
Type of
Pavement From To
84.087 84.230 4A Asphalt
84.230 84.300 4B Asphalt
84.300 84.400 4D Asphalt
84.400 84.450 4C Asphalt
84.450 84.850 4D Asphalt
84.850 85.000 4B Asphalt
85.000 85.100 4B Asphalt
85.100 85.200 4D Asphalt
223
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Chainage Typical Cross
Section Type Location
Type of
Pavement From To
85.200 85.720 4B Asphalt
85.720 86.000 3C Turukwadi Concrete
86.000 86.020 3C Turukwadi Concrete
86.020 86.320 4B Asphalt
86.320 86.430 4A Asphalt
86.430 86.590 4B Asphalt
86.590 86.640 4A Asphalt
86.640 86.790 4B Asphalt
86.790 87.000 2A Forest Asphalt
87.000 88.000 2A Forest Asphalt
88.000 89.000 2A Forest Asphalt
89.000 89.240 2A Forest Asphalt
89.240 89.450 4D Asphalt
89.450 90.000 4B Asphalt
90.000 90.510 4B Asphalt
90.510 90.820 4A Asphalt
90.820 91.000 4B Asphalt
91.000 92.000 4B Asphalt
92.000 93.000 4B Asphalt
93.000 93.650 4B Asphalt
93.650 93.750 4C Asphalt
93.750 94.000 4B Asphalt
94.000 94.160 4B Asphalt
94.160 94.340 4A Asphalt
94.340 94.650 4B Asphalt
94.650 95.000 4D Asphalt
95.000 95.950 4D Asphalt
95.950 96.000 4B Asphalt
96.000 96.310 4B Asphalt
96.310 96.380 4A Asphalt
96.380 96.700 4B Asphalt
96.700 96.790 4D Asphalt
96.790 97.000 4C Asphalt
97.000 97.110 4C Asphalt
224
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Chainage Typical Cross
Section Type Location
Type of
Pavement From To
97.110 97.400 4D Asphalt
97.400 97.500 4C
Asphalt
97.500 98.000 4B Asphalt
98.000 98.150 4B Asphalt
98.150 98.300 4D Asphalt
98.300 98.780 4B Asphalt
98.780 98.970 3B Malkapur Concrete
99.230 99.570 3F Malkapur Asphalt
99.570 100.000 4B Asphalt
100.000 100.130 4B Asphalt
100.130 100.240 4A Asphalt
100.240 100.900 4B Asphalt
100.900 101.000 3C Uchat Concrete
101.000 101.100 3C Uchat Concrete
101.100 101.160 4A Asphalt
101.160 102.000 4B Asphalt
102.000 102.500 4A Asphalt
102.500 102.900 4B
Asphalt
102.900 103.000 4D Asphalt
103.000 103.200 4A Asphalt
103.200 104.000 4B Asphalt
104.000 104.550 4B Asphalt
104.550 104.650 4D Asphalt
104.650 104.950 4B Asphalt
104.950 105.000 4C Asphalt
105.000 105.050 4D Asphalt
105.050 105.400 4B Asphalt
105.400 105.550 4D Asphalt
105.550 105.900 4B Asphalt
105.900 106.000 4D Asphalt
106.000 106.830 4B Asphalt
106.830 107.000 2B Forest Asphalt
107.000 108.020 2B Forest Asphalt
108.020 109.000 2B Forest Asphalt
225
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Chainage Typical Cross
Section Type Location
Type of
Pavement From To
109.000 109.300 2B Forest Asphalt
109.300 109.600 4B Asphalt
109.600 110.000 4B Asphalt
110.000 110.400 4B Asphalt
110.400 111.000 2B Forest RHS Asphalt
111.000 111.200 2B Forest RHS Asphalt
111.200 112.080 4B Asphalt
112.080 112.180 2B Forest Asphalt
112.180 112.230 4B Asphalt
112.230 112.780 2B Forest RHS Asphalt
112.780 112.900 4D Asphalt
112.900 113.000 4B Asphalt
113.000 113.350 4B Asphalt
113.350 114.000 4D Asphalt
114.000 114.340 4D Asphalt
114.340 114.400 4C Asphalt
114.400 114.530 4A Asphalt
114.530 115.000 4B Asphalt
115.000 115.610 4B Asphalt
115.610 115.790 4A Asphalt
115.790 116.000 4B Asphalt
116.000 116.300 4B Asphalt
116.300 116.550 4C Asphalt
116.550 117.000 4A Asphalt
117.000 117.640 4B Asphalt
117.640 117.860 2C Forest LHS Asphalt
117.860 118.000 2B Forest LHS Asphalt
118.000 118.970 2B Forest LHS Asphalt
118.970 119.000 2C Forest LHS Asphalt
119.000 119.100 2C Forest LHS Asphalt
119.100 119.200 2B Forest LHS Asphalt
119.200 119.700 4B Asphalt
119.700 119.900 3E Manjre Asphalt
119.900 120.000 4B Asphalt
226
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Chainage Typical Cross
Section Type Location
Type of
Pavement From To
120.000 121.000 4B Asphalt
121.000 121.650 4B Asphalt
121.650 121.800 4D Asphalt
121.800 122.000 4B Asphalt
122.000 122.390 4B Asphalt
122.390 122.800 4A Asphalt
122.800 123.000 4B Asphalt
123.000 123.240 4D Asphalt
123.240 123.760 2C Forest LHS Asphalt
123.760 124.000 4B Asphalt
124.000 124.230 4B Asphalt
124.230 124.560 4A
Asphalt
124.560 125.000 4B
Asphalt
125.000 125.070 4B Asphalt
125.070 125.220 4A Asphalt
125.220 125.570 4A Asphalt
125.570 126.000 4B
Asphalt
126.000 126.400 4D Asphalt
126.400 126.950 4B Asphalt
126.950 127.000 2C Forest LHS Asphalt
127.000 127.250 2C Forest LHS Asphalt
127.250 127.400 4B Asphalt
127.400 127.520 4A Asphalt
127.520 128.000 4B Asphalt
128.000 129.000 4B Asphalt
129.000 130.000 4B Asphalt
130.000 131.000 4B Asphalt
131.000 132.000 4B Asphalt
132.000 132.610 4B Asphalt
132.610 133.020 2B Forest Asphalt
227
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
9.3 Pavement
9.3.1 Flexible Pavement
Flexible asphalt pavement is designed for project road as per IRC-37- 2012. Granular
course layers are designed for full design life while as asphalt layers are designed for
shorter life so as to accommodate periodic strengthening of pavement in design life
of pavement in optimized manner. Details of pavement design along with
calculations are given in Design Report (Vol-II). Following are salient features of
Flexible pavement design.
A. Vita- Kokrud
1. Design Life – 15 Years
2. Traffic MSA- 10 MSA
3. CBR of soil - 10%
4. Carriageway - Two Lane Undivided
Values of lane distribution factors and Vehicle Damaging factor are taken as per axle
load analysis
Summary of design flexible pavement is given as under
• Subgrade – 500 mm (CBR 10 % Min)
• Granular Sub Base (GSB) – 200 mm (Grading -V)
• Wet Mix Macadam (WMM) – 250 mm
• Dense Bituminous Macadam (DBM) – 60 mm (equal to overlay thickness)
• Bituminous Concrete (BC) – 40 mm
Following figure illustrate various layers of pavement.
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 9-1: Flexible Pavement Layers for Section Vita - Kokrud
B. Kokrud- Anuskura
1. Design Life - 15 Years
2. Traffic MSA – 10 MSA (Current traffic in this stretch is less.
However, taking the entire road as integrated network, same traffic is assumed
for both the stretches)
3. CBR of soil - 10%
4. Carriageway - Two Lane Undivided
Values of lane distribution factors and Vehicle Damaging factor are taken as per axle
load analysis
Summary of design flexible pavement is given as under
• Subgrade - 500 mm (CBR 10 % Min)
• Granular Sub Base (GSB) - 200 mm (Grading -V)
• Wet Mix Macadam (WMM) - 250 mm
• Dense Bituminous Macadam (DBM) - 50 mm
• Bituminous Concrete (BC) - 40 mm
229
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 9-2: Flexible Pavement Layers for Section Kokrud-Anuskura
9.3.2 Overlay Design
In case of widening and strengthening of overlay requirement on existing
carriageway is designed as per IRC:81-1997. It was observed that both sections of
project road i.e. Vita to Kokrud (Warna Bridge) and Warna Bridge to Anuskura differ
considerably in terms of BBD deflection and traffic loading. Second section has
lesser BBD deflection and lesser traffic loading. Following is the overlay requirement
in both the sections.
A. Section from Vita to Kokrud
Characteristic deflection - 1.8mm average
Traffic Loading - 10 MSA
Overlay Requirement - 60 mm DBM and 40 mm BC
B. Section from Kokrud to Anuskura
Characteristic deflection - 1.6mm average
Traffic Loading - 10 MSA
Overlay Requirement - 50 mm DBM and 40 mm BC
Details of overlay designs are given in Design Report- Vol-II.
9.3.3 Rigid Pavement
Concrete pavement is proposed in built up area inside the villages. Summary of
concrete pavement design is as under
230
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
• Subgrade - 500 mm (CBR 10 % Min)
• Granular Sub Base (GSB) - 200 mm (Grading -I)
• Dry Lean Concrete (DLC) - 100 mm
• Pavement Quality Concrete (PQC) - 250 mm
Following figure depicts arrangement of layers in concrete pavement.
Figure 9-3: Rigid Pavement-Layers
Detail design of concrete pavement is given in Design Report- (Vol -II)
9.4 Geometric Design
Geometric design of project road is done as per guidelines of IRC-73. Horizontal
curves are designed with largest radius possible. Curve radius in general is larger
than minimum requirement of IRC. However, at few places inside the village small
radius curves have been designed. It is proposed that measures of speed restrictions
shall be placed at such locations.
Maximum super elevation is limited to 7%. Proper transition curves are provided on
both flanks of horizontal curves. At sharper curve where radius is less than 300 m,
additional widening of pavement is proposed. In built up areas normal camber would
be provided
It has been tried to keep proposed centerline as close as possible to existing
centerline to economize the design and cost. Details of geometric design is given in
Design Report- Vol-II
Plan and profile drawings for entire alignment are submitted in separate Drawing
Volume of report.
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
9.5 Junctions
Existing junctions are proposed to be improved as per guidelines provided in
MORTH Publication: Type Design of Intersections on National Highways. There are
in total 66 junctions on project road alignment. Following table provides list of
junctions and proposed improvement.
Table 9-4: List of junctions to be improved (Package-PN45)
Sr. No.
Design Chainage
(km)
Existing
Chainage (km)
Junction
Type Proposed
Improvement
1 0+000 0+800 T Improvement at grade
2 0+300 1+100 T Improvement at grade
3 2+200 2+970 T Improvement at grade
4 2+500 3+245 T Improvement at grade
5 10+210 8+065 Y Improvement at grade
6 10+750 11+500 Y Improvement at grade
7 10+950 11+700 T Improvement at grade
8 14+420 15+350 T Improvement at grade
9 15+220 16+145 X Improvement at grade
10 15+850 16+760 Y Improvement at grade
11 17+400 18+010 X Improvement at grade
12 18+940 20+035 T Improvement at grade
13 20+750 21+780 X Improvement at grade
14 21+240 22+355 Y Improvement at grade
15 21+500 22+400 T Improvement at grade
16 22+480 23+500 T Improvement at grade
17 30+000 30+785 T Improvement at grade
18 30+400 31+300 T Improvement at grade
19 30+900 31+870 T Improvement at grade
20 31+800 32+670 T Improvement at grade
21 32+000 32+920 X Improvement at grade
22 35+000 35+875 Y Improvement at grade
23 35+400 36+550 T Improvement at grade
232
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr. No.
Design Chainage
(km)
Existing
Chainage (km)
Junction
Type Proposed
Improvement
24 35+800 36+760 X Improvement at grade
25 36+300 37+260 T Improvement at grade
26 38+100 39+050 Y Improvement at grade
27 39+200 40+120 T Improvement at grade
28 40+400 41+400 T Improvement at grade
29 41+200 42+140 T Improvement at grade
30 43+600 44+730 X Improvement at grade
31 44+800 46+060 Y Improvement at grade
32 49+100 48+940 X Improvement at grade
33 49+300 49+215 Y Improvement at grade
34 49+600 50+565 X Improvement at grade
35 49+800 50+755 T Improvement at grade
36 51+900 52+880 Y Improvement at grade
37 52+920 53+910 X Improvement at grade
38 54+140 55+265 T Improvement at grade
39 55+050 56+130 T Improvement at grade
40 59+250 60+240 T Improvement at grade
41 59+550 60+565 X Improvement at grade
42 60+450 61+645 Y Improvement at grade
43 61+460 63+300 X Improvement at grade
44 63+560 65+400 X Improvement at grade
45 63+350 66+800 X Improvement at grade
46 65+980 67+700 X Improvement at grade
47 66+780 68+700 T Improvement at grade
48 67+770 69+650 Y Improvement at grade
49 69+100 71+000 T Improvement at grade
50 72+720 74+730 T Improvement at grade
51 73+120 75+100 Y Improvement at grade
233
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr. No.
Design Chainage
(km)
Existing
Chainage (km)
Junction
Type Proposed
Improvement
52 73+850 75+480 T Improvement at grade
53 75+750 77+360 T Improvement at grade
54 76+450 78+100 T Improvement at grade
55 80+480 80+700 T Improvement at grade
Typical drawings of junctions as per MoRTH are placed at Drawing Volume
Table 9-5: List of junctions to be improved (Package-PN46)
Sr. No.
Design Chainage
(km)
Existing
Chainage (km)
Junction
Type Proposed
Improvement
1 84+137 84+355 T Improvement at grade
2 84+800 86+100 T Improvement at grade
3 90+120 90+600 T Improvement at grade
4 91+950 92+400 T Improvement at grade
5 96+800 97+280 X Improvement at grade
6 97+000 96+700 T Improvement at grade
7 97+900 98+680 Y Improvement at grade
8 98+100 97+950 T Improvement at grade
9 111+100 110+876 T Improvement at grade
10 119+120 118+450 T Improvement at grade
NH-4, Mumbai _Bangalore highway is main arterial road in traffic catchment of
project road. It is expected that with improvement of project road, commercial traffic
interaction with NH-4 would increase. Project Road crossed NH-4 near Peth. Hence
a Truck lay bye is proposed at 59.800 km near Peth
9.6 Bus Bays
Project road passes through number of built up areas. Currently there are no bus bays
on project alignment. Mini buses and LCV are general mode of public transport of
project road currently. In absence of any bus bays provisions public transport
vehicles stop on main carriageway only to pick or alight passengers. This creates
traffic problem on road. It is proposed that on all major villages locations for bus
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PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
bays shall be provided. As discussed with PWD toilet blocks are proposed near Bus
Bays with separate Men and Women blocks.
Following table provides locations of bus bays proposed.
Table 9-6: Road Side Amenities (Bus bays) - Package PN45
S.No Design
Chainage Name of village Side
PACKAGE – PN45
1 0.500 Vita RHS
2 7.900 Khambale
LHS
3 8.080 RHS
4 11.240 Alsund
LHS
5 11.750 RHS
6 15.150 Tandulwadi
LHS
7 15.400 RHS
8 15.925 Balavadi
LHS
9 16.350 RHS
10 22.000 Kundal
LHS
11 22.250 RHS
12 36.400 Borgaon
LHS
13 36.450 RHS
14 42.000 Islampur
LHS
15 42.160 RHS
16 50.100 Peth
LHS
17 50.200 RHS
18 53.450 Retre Dharan
LHS
19 53.600 RHS
20 60.300 Red
LHS
21 60.900 RHS
22 67.500 Biour
LHS
23 67.900 RHS
24 72.780 Pawle Wadi
LHS
25 72.870 RHS
235
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
S.No Design
Chainage Name of village Side
26 74.870 Rile
LHS
27 74.920 RHS
28 77.050 Mangrul
LHS
29 77.100 RHS
30 79.600 Bilashi
LHS
31 79.700 RHS
32 81.600 Malewadi
LHS
33 81.730 RHS
34 83.000 Kokrud
LHS
35 83.120 RHS
Table 9-7: Road Side Amenities (Bus bays) - Package PN46
Sr. No
Chainage
(km) Name of
village Side
36 84.450 Turukwadi
LHS
37 86.050 RHS
38 99.450 Malkapur
LHS
39 99.600 RHS
40 100.400 Uchat
LHS
41 100.650 RHS
42 102.600 Parale
LHS
43 102.700 RHS
44 103.400 Maan
LHS
45 103.500 RHS
46 118.300 Manjare
LHS
47 118.450 RHS
48 127.750 Anuskura
LHS
49 127.900 RHS
236
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
9.7 Road Marking Signage and Safety Measures
Signage and marking are proposed on project road as per standard practice and
technical specification. Following are major items pertaing to Marking, Signage and
Safety
a) Marking – Thermoplastic paint marking on both edges, centerline, junctions,
crossings etc
b) Signage – Cautionary, Warning and informatory signage as per standard and
project requirement
c) W-Beam crash barrier at all sharp curves and valley side
d) Reflective road studs at all sharp curves and junctions as per requirement
Details of above are provided in Detail Design Report.
9.8 Structures
Various structures are proposed on project road as per site requirement. Proposed
structures can be categories as under.
• Culverts
• Canal Crossings
• Retaining and Protection structure
Design of structures is done as per IRC standards.
Proposal for improvement of structures is prepared considering condition and
suitability of existing structures.
Some of existing culverts are widened, raised or reconstructed and remaining are
retained. Summary of Structures design proposal is given as below
Culverts
• Existing Culverts Retained - 181 Nos
• Widening of existing culverts - 49 Nos
• Reconstruction of existing culverts - 17 Nos
• New culverts proposed - 110 Nos
Canal Crossings - 6 Nos (3 Minor Bridge and 3 Slab Culverts)
Following table provides list of all structures proposed at project road is given in
table below.
237
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150
(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Table 9-8: List of Minor Bridge
Sr
No
Bridge
No
Name of
River
Design
Chainage
Km
Existing
Chainage
Km
Span
Arrangement
Existing
(in m)
Total
Length
(in m)
Width of
Structure
(Existing)
(in m)
Span
Arrangement
Proposed
(in m)
Width of
Structure
(Proposed)
(in m)
Design
Proposal/
Remarks
PACKAGE – PN45
1 MNB-01 Earthen Canal 7.900 8.200 1 x 8.2 9.00 11.4 1 x 8.2 11.4 To be retained
2 MNB-02 Earthen Canal 9.673 10.700 1 x 6.4 7.00 11.2 1 x 6.4 11.2 To be retained / Repair
3 MNB-03 Stream 12.046 12.3 1 x 7.6 8.2 11.7 1 x7.6 11.7 To be retained
4 MNB-04 Tilgerga 54.264 53.9 4 x 5.9 24.4 12.4 4 X 5.9 12.4 To be retained
5 MNB-05 Stream 63.327 63.1 2 x 6.2 13.6 9.4 2 X 6.2 9.4 To be retained
6 MNB-06 Stream 63.795 63.5 1 x 6.5 7 9.5 1 X 6.5 9.5 To be retained
7 MNB-07 Morna 65.634 65.2 5 x 9.2 57 10.5 5 X 9.2 10.5 *
8 MNB-8 Stream 69.875 69.4 1 x 7.6 8 11.4 1X7.6 11.4 To be retained
9 MNB-9 Stream 72.490 71.9 3 x 2.9 11.7 12.7 3X2.9 12.7 To be retained
10 MNB-10 Stream 75.222 74.5 2 x 4.7 10.8 11.3 2X4.7 11.3 To be retained
11 MNB-11 Stream 76.286 75.5 3 x 6.2 21 11.6 3X6.2 11.6 To be retained
12 MNB-12 Stream 76.346 75.6 4 x 6.1 28.4 11.6 4X6.1 11.6 To be retained
13 MNB-13 Stream 79.243 78.4 3 x 9.1 27.3 11.3 3X9.1 11.3 To be retained
238
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150
(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr
No
Bridge
No
Name of
River
Design
Chainage
Km
Existing
Chainage
Km
Span
Arrangement
Existing
(in m)
Total
Length
(in m)
Width of
Structure
(Existing)
(in m)
Span
Arrangement
Proposed
(in m)
Width of
Structure
(Proposed)
(in m)
Design
Proposal/
Remarks
PACKAGE – PN46
1 MNB-14 Turukwadi
Canal 86.249 84.9 1 x 9.1 9.6 12.2 1 x 9.1 12.2 To be retained / Repair
2 MNB-15 Stream 102.395 100.4 1 x 5.6 6.7 12 1 x 5.6 12 To be retained
3 MNB-16 Shali River 104.239 102 7 x 4.8 51.1 9.7 7 x 4.8 9.7 *
4 MNB-17 Stream 116.04 113.3 4 x 3.4 20 8.5 4 x 4.0 8.5 To be retained / Repair
5 MNB-18 Stream 116.944 114.1 4 x 3.1 15.6 8.3 4 x 3.5 8.3 To be retained / Repair
6 MNB-19 Stream 117.374 114.6 3 x 3.5 13.5 9 3 x 4.0 9 To be retained / Repair
7 MNB-20 Stream 120.536 117.5 2 x 3.2 8.6 8.2 2 x 3.5 8.2 To be retained / Repair
8 MNB-21 Stream 122.955 119.900 2 X 3.2 7.00 7.6 2 X 3.2 7.6 To be retained / Repair
9 MNB-22 Kasari River 127.273 124.1 6 x 6.3 54.6 8.3 6 x 6.3 8.3 *
Table 9-9: List of Slab / Box Culverts
Sr
No
Culvert
No
Existing
Culvert
Type
Design
Chainage
(km)
Existing
Chainage
(km)
Span
Arrangement
Existing
(in m)
Total
Length
(in m)
Width of
structure
(Existing)
( in m)
Proposed
Culvert
Type
Span
Arrangement
Proposed
(in m)
Width of
structure
(Proposed)
( in m)
Design
Proposal/
Remarks
PACKAGE –PN45
239
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150
(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr
No
Culvert
No
Existing
Culvert
Type
Design
Chainage
(km)
Existing
Chainage
(km)
Span
Arrangement
Existing
(in m)
Total
Length
(in m)
Width of
structure
(Existing)
( in m)
Proposed
Culvert
Type
Span
Arrangement
Proposed
(in m)
Width of
structure
(Proposed)
( in m)
Design
Proposal/
Remarks
1 SC-01 Slab 11.123 11.500 1 x 5.5 6 11.7 Slab 1 x 5.5 11.7 Retained
2 SC-02 Slab 14.941 15.000 1 x 4.3 5 7.2 Slab 1 x 4.3 12 Reconstructio
n
3 SC-03 Slab 16.698 16.700 1 x 5.7 6 10.9 Slab 1 x 5.7 10.9 Retained
4 SC-04 Slab 36.699 37.100 5.5 5.9 9.8 Box 1 x 3 x 3 12 Reconstructio
n
5 SC-05 Slab 50.088 49.100 0.8 1.2 7.2 Pipe 1 x 1.2 12 Reconstructio
n
6 SC-06 Slab 51.837 50.700 0.8 1.2 7.2 Pipe 1 x 1.2 12 Reconstructio
n
7 SC-07 Slab 67.865 67.500 1 x 4.3 4.8 11.4 Slab 1 x 4.3 11.4 Retained
PACKAGE –PN46
1 SC-08 Slab 85.480 84.200 1 x 4.7 5.5 11.4 Slab 1 x 4.7 11.4 Retained
2 SC-09 Slab 100.600 98.600 1 x 4.7 5.4 7.8 Slab 1 x 4.7 7.8 Retained
3 SC-10 Slab 103.382 101.300 1 x 2.8 3.4 10.2 Slab 1 x 2.8 10.2 Retained
4 SC-11 Slab 109.051 106.600 1 x 4.4 5.2 7.7 Slab 1 x 4.4 7.7 Retained
5 SC-12 Slab 126.623 123.400 1 x 5.6 6 7.7 Slab 1 x 5.6 7.7 Retained
240
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150
(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr
No
Culvert
No
Existing
Culvert
Type
Design
Chainage
(km)
Existing
Chainage
(km)
Span
Arrangement
Existing
(in m)
Total
Length
(in m)
Width of
structure
(Existing)
( in m)
Proposed
Culvert
Type
Span
Arrangement
Proposed
(in m)
Width of
structure
(Proposed)
( in m)
Design
Proposal/
Remarks
6 SC-13 Slab 127.505 124.300 1 x 2.4 3.5 8.3 Slab 1 x 2.4 8.3 Retained
Table 9-10: List of Pipe Culverts
Sr.
No
Culvert
No
Design
Chainage
Km
Existing
Chainage Km
Span
Arrangement
Existing
(in M)
Width of
Structure
(Existing)
(m.)
Carriageway
(Existing)
(m.)
Span
Arrangement
Existing
(in M)
Width of
Structure
(Proposed)
(m.)
Design
Proposal/
Remarks
PACKAGE-PN45
1 PC-1 1.200 1.400 1 x 1.2 10.2 7 1 x 1.2 10.2 Retain
2 PC-2 1.643 2.600 2 x 1.2 15.5 7 2 x 1.2 15.5 Retain
3 PC-3 3.098 4.200 2 x 0.9 11 6.7 2 x 0.9 11 Retain
4 PC-4 3.212 4.300 1 x 0.9 10 6.5 1 x 0.9 10 Retain
5 PC-5 3.823 4.900 1 x 0.9 10.4 5.6 1 x 0.9 10.4 Retain
6 PC-6 4.085 5.200 1 x 0.9 10.4 5.3 1 x 0.9 10.4 Retain
7 PC-7 5.244 6.400 1 x 1 10.5 5.6 1 x 1 10.5 Retain
8 PC-8 5.675 6.800 1 x 1 10.4 5.5 1 x 1 10.4 Retain
9 PC-9 5.866 7.000 1 x 1 10.4 5.5 1 x 1 10.4 Retain
241
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150
(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Design
Chainage
Km
Existing
Chainage Km
Span
Arrangement
Existing
(in M)
Width of
Structure
(Existing)
(m.)
Carriageway
(Existing)
(m.)
Span
Arrangement
Existing
(in M)
Width of
Structure
(Proposed)
(m.)
Design
Proposal/
Remarks
10 PC-10 6.823 8.000 4 x 1 10.4 5.7 4 x 1 10.4 Retain
11 PC-11 7.440 8.600 2 x 0.9 10.4 6.2 2 x 0.9 10.4 Retain
12 PC-12 8.517 9.800 1 x 0.9 10.3 6 1 x 0.9 10.3 Retain
13 PC-13 10.088 10.400 1 x 1.2 10.4 6.6 1 x 1.2 10.4 Retain
14 PC-14 10.328 11.000 1 x 0.9 10.4 6.5 1 x 0.9 10.4 Retain
15 PC-15 12.775 13.000 4 x 0.9 10.40 8.00 4 x 0.9 10.40 Retain
16 PC-16 13.255 13.400 1 x 1.2 11.9 5.5 1 x 1.2 11.9 Retain
17 PC-17 13.833 14.000 1 x 1.2 11.5 5.5 1 x 1.2 11.5 Retain
18 PC-18 15.112 15.100 2 x 1.2 8 5.3 2 x 1.2 12 Widen
19 PC-19 19.964 19.900 1 x 0.9 9.9 8.6 1 x 0.9 12 Widen
20 PC-20 20.075 19.950 1 x 0.6 9.90 9.80 1 X 1.2 12 Reconstruction
21 PC-21 20.637 20.500 1 x 0.6 9.90 9.80 1 x 1.2 12 Reconstruction
22 PC-22 21.050 20.800 1 x 1 12.10 6.00 1 x 1.2 12 Reconstruction
23 PC-23 22.402 22.100 1 x 1 12.00 6.00 1 x 1 12.00 Retain
242
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150
(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Design
Chainage
Km
Existing
Chainage Km
Span
Arrangement
Existing
(in M)
Width of
Structure
(Existing)
(m.)
Carriageway
(Existing)
(m.)
Span
Arrangement
Existing
(in M)
Width of
Structure
(Proposed)
(m.)
Design
Proposal/
Remarks
24 PC-24 33.422 34.100 2 x 0.9 10.5 7.3 2 x 0.9 10.5 Retain
25 PC-25 35.340 35.800 2 x 0.9 13.2 7.2 2 x 0.9 13.2 Retain
26 PC-26 36.002 36.400 3 x 1 11.8 7.4 3 x 1 11.8 Retain
27 PC-27 36.450 36.900 2 x 1 10.1 7 2x 1 10.1 Retain
28 PC-28 37.442 37.800 2 x 0.9 10.8 6.4 2x 0.9 10.8 Retain
29 PC-29 38.045 38.400 2 x 0.9 11.6 7.5 2x 0.9 11.6 Retain
30 PC-30 39.867 40.100 2 x 0.9 11.7 7.6 2 x 1.2 11.7 Retain
31 PC-31 42.565 42.700 2 x 0.9 15.5 14.5 2x 0.9 15.5 Retain
32 PC-32 43.063 43.100 2 x 0.9 14.7 10 2 x 0.9 14.7 Retain
33 PC-33 49.970 49.000 2 x 1.2 9 6.7 2 x 1.2 12 Widen
34 PC-34 51.040 50.100 3 x 0.9 10 7.2 3 x 0.9 10 Retain
35 PC-35 51.569 50.500 5 x 1.2 11.1 7.2 5 x 1.2 11.1 Retain
36 PC-36 52.712 51.600 1 x 0.9 10 7.2 1 x 0.9 10 Retain
37 PC-37 53.161 52.000 2 x 0.9 10.1 7.2 2 x 0.9 10.1 Retain
243
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150
(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Design
Chainage
Km
Existing
Chainage Km
Span
Arrangement
Existing
(in M)
Width of
Structure
(Existing)
(m.)
Carriageway
(Existing)
(m.)
Span
Arrangement
Existing
(in M)
Width of
Structure
(Proposed)
(m.)
Design
Proposal/
Remarks
38 PC-38 53.306 52.100 1 x 0.9 10 7.2 1 x 1.2 10 Reconstruction
39 PC-39 55.440 54.200 1 x 0.9 10.1 7.5 1 x 0.9 12 Retain
40 PC-40 55.615 54.300 1 x 0.9 8.5 7.1 1 x 0.9 12 Widen
41 PC-41 55.927 54.600 1 x 0.9 8.5 7.1 1 x 0.9 12 Widen
42 PC-42 56.452 55.100 2 x 1.2 14 7 2 x 1.2 14 Retain
43 PC-43 57.532 56.000 2 x 0.9 10.1 7.1 2 x 0.9 10.1 Retain
44 PC-44 57.756 56.200 2 x 0.9 10.1 7.2 2 x 0.9 10.1 Retain
45 PC-45 57.875 56.400 3 x 0.9 10.1 7.3 3 x 0.9 10.1 Retain
46 PC-46 58.289 56.800 2 x 0.9 10.2 7 2 x 0.9 10.2 Retain
47 PC-47 58.417 56.900 2 x 0.9 10.2 7.3 2 x 0.9 10.2 Retain
48 PC-48 58.754 57.200 2 x 0.9 10.2 7.3 2 x 0.9 10.2 Retain
49 PC-49 59.475 57.900 3 x 0.9 10 7.1 3 x 0.9 10 Retain
50 PC-50 59.613 58.000 1 x 1.2 10 7.1 1 x 1.2 10 Retain
51 PC-51 61.072 59.400 1 x 0.9 10.1 7.1 1 x 0.9 10.1 Retain
244
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150
(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Design
Chainage
Km
Existing
Chainage Km
Span
Arrangement
Existing
(in M)
Width of
Structure
(Existing)
(m.)
Carriageway
(Existing)
(m.)
Span
Arrangement
Existing
(in M)
Width of
Structure
(Proposed)
(m.)
Design
Proposal/
Remarks
52 PC-52 62.352 62.200 1 x 0.9 9.1 6.9 1 x 0.9 12 Widen
53 PC-53 62.362 62.220 1 x 0.9 9.1 6.9 1 x 0.9 12 Widen
54 PC-54 62.877 62.700 1 x 0.9 11.2 5.9 1 x 0.9 11.2 Retain
55 PC-55 63.475 63.200 1 x 0.9 9.2 5.8 1 x 1.2 12 Reconstruction
56 PC-56 64.244 63.900 3 x 0.9 9.2 7.2 3 x 1.2 12 Reconstruction
57 PC-57 64.487 64.100 1 x 0.9 9.2 6.3 1 x 0.9 12 Widen
58 PC-58 64.689 64.300 1 x 0.9 9.2 7.2 1 x 0.9 12 Widen
59 PC-59 64.992 64.600 1 x 0.9 9.2 7.2 1 x 1.2 12 Reconstruction
60 PC-60 65.160 64.800 1 x 0.9 9.2 5.6 1 x 0.9 12 Widen
61 PC-61 66.389 65.900 1 x 0.9 7.1 5.5 1 x 1.2 12 Reconstruction
62 PC-62 67.698 67.400 1 x 0.9 10 6.2 1 x 0.9 10 Retain
63 PC-63 68.548 68.200 1 x 0.9 10 7 1 x 0.9 10 Retain
64 PC-64 68.825 68.400 2 x 0.9 10.1 7.1 2 x 0.9 10.1 Retain
65 PC-65 69.267 69.000 1 x 0.9 10.1 7.1 1 x 0.9 10.1 Retain
245
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150
(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Design
Chainage
Km
Existing
Chainage Km
Span
Arrangement
Existing
(in M)
Width of
Structure
(Existing)
(m.)
Carriageway
(Existing)
(m.)
Span
Arrangement
Existing
(in M)
Width of
Structure
(Proposed)
(m.)
Design
Proposal/
Remarks
66 PC-66 69.446 69.200 1 x 0.9 10.00 7.20 1 x 0.9 10.00 Retain
67 PC-67 69.992 69.600 2 x 1.2 10.1 6.6 2 x 1.2 10.1 Retain
68 PC-68 70.806 70.300 2 x 0.9 10 7 2 x 0.9 10 Retain
69 PC-69 72.594 72.000 2 x 0.9 10 7.2 2 x 0.9 10 Retain
70 PC-70 72.724 72.100 1 x 0.9 10 7 1 x 0.9 10 Retain
71 PC-71 73.304 72.700 2 x 0.9 10 7 2 x 0.9 10 Retain
72 PC-72 73.449 72.800 2 x 0.9 10 7 2 x 0.9 10 Retain
73 PC-73 73.557 72.900 1 x 0.9 10 7 1 x 0.9 10 Retain
74 PC-74 73.801 73.200 1 x 0.9 8.8 7 1 x 1.2 12 Reconstruction
75 PC-75 74.749 74.100 1 x 0.9 10 7 1 x 0.9 10 Retain
76 PC-76 75.688 74.900 4 x 0.9 10.1 7 4 x 0.9 10.1 Retain
77 PC-77 76.675 75.900 1 x 0.9 10 7 1 x 0.9 10 Retain
78 PC-78 77.275 76.500 1 x 0.9 10 7 1 x 0.9 10 Retain
79 PC-79 77.467 76.600 1 x 0.9 10.2 7 1 x 0.9 10.2 Retain
246
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150
(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Design
Chainage
Km
Existing
Chainage Km
Span
Arrangement
Existing
(in M)
Width of
Structure
(Existing)
(m.)
Carriageway
(Existing)
(m.)
Span
Arrangement
Existing
(in M)
Width of
Structure
(Proposed)
(m.)
Design
Proposal/
Remarks
80 PC-80 77.631 76.800 1 x 0.9 10.2 7 1 x 0.9 10.2 Retain
81 PC-81 77.833 77.000 1 x 0.9 10 7 1 x 1.2 12 Reconstruction
82 PC-82 78.052 77.200 1 x 0.9 9.9 6.8 1 x 0.9 12 Widen
83 PC-83 78.248 77.400 1 x 0.9 10 7 1 x 0.9 10 Retain
84 PC-84 78.483 77.600 1 x 0.9 10 7 1 x 0.9 10 Retain
85 PC-85 78.650 77.700 1 x 0.9 10 7.8 1 x 0.9 10 Retain
86 PC-86 79.474 78.600 1 x 0.9 10 7 1 x 0.9 10 Retain
87 PC-87 79.791 78.900 1 x 0.9 10 7 1 x 0.9 10 Retain
88 PC-88 80.111 79.200 1 x0.9 10 7 1 x0.9 10 Retain
89 PC-89 80.256 79.300 3 x 0.9 10 7 3 x 0.9 10 Retain
90 PC-90 80.379 79.400 3 x 0.9 10 7 3 x 0.9 10 Retain
91 PC-91 80.773 79.800 2 X 0.9 9 7 4 x 1.2 12 Widen
92 PC-92 81.648 80.600 3 x 0.9 10 7 3 x 0.9 10 Retain
93 PC-93 82.277 81.200 1 x 1.0 9 6.2 1 x 1.2 12 Reconstruction
247
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150
(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Design
Chainage
Km
Existing
Chainage Km
Span
Arrangement
Existing
(in M)
Width of
Structure
(Existing)
(m.)
Carriageway
(Existing)
(m.)
Span
Arrangement
Existing
(in M)
Width of
Structure
(Proposed)
(m.)
Design
Proposal/
Remarks
PACKAGE-PN46
1 PC-94 84.434 83.200 3 x 0.9 10.7 6 3x1.2 10.7 Retain
2 PC-95 84.860 83.700 5x1.00 11.00 6.00 5x1.00 11 Retain
3 PC-96 85.328 84.100 1 x 0.90 11.3 7 1 x 0.90 11.3 Retain
4 PC-97 85.874 84.600 3 x 0.90 10.5 7.2 3 x 0.90 10.5 Retain
5 PC-98 86.633 85.300 1 x 0.90 10.8 6.5 1 x 0.90 10.8 Retain
6 PC-99 86.802 85.500 1 x 0.90 15.1 10.2 1 x 0.90 15.1 Retain
7 PC-100 86.917 85.700 1 x 0.90 11.2 5.5 1 x 0.90 11.2 Retain
8 PC-101 86.999 85.800 1 x 0.90 12 5.9 1 x 0.90 12 Retain
9 PC-102 87.107 85.850 1 x 0.90 11.3 5.2 1 x 0.90 11.3 Retain
10 PC-103 87.364 86.100 1 x 0.90 10.5 5.7 1 x 0.90 10.5 Retain
11 PC-104 87.573 86.300 1 x 0.90 9.8 5.2 1 x 0.90 9.8 Retain
12 PC-105 87.695 86.400 1 x 0.80 11.2 5.8 1 x 1.2 12 Reconstruction
13 PC-106 87.850 86.500 2 x 1.20 12.2 5.8 2 x 1.20 12.2 Retain
248
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150
(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Design
Chainage
Km
Existing
Chainage Km
Span
Arrangement
Existing
(in M)
Width of
Structure
(Existing)
(m.)
Carriageway
(Existing)
(m.)
Span
Arrangement
Existing
(in M)
Width of
Structure
(Proposed)
(m.)
Design
Proposal/
Remarks
14 PC-107 88.050 86.700 2 x 1.20 12.7 5.8 2 x 1.20 12.7 Retain
15 PC-108 88.281 86.900 2 x 1.2 13.4 7.5 2 x 1.2 13.4 Retain
16 PC-109 88.475 87.100 1 x 0.90 12.2 6 1 x 0.90 12.2 Retain
17 PC-110 88.626 87.200 1 x 0.90 11.6 5.6 1 x 0.90 11.6 Retain
18 PC-111 88.700 87.300 1 x 0.90 10.7 5.8 1 x 0.90 10.7 Retain
19 PC-112 88.857 87.500 1 x 0.80 12.8 5.7 1 x 0.80 12.8 Retain
20 PC-113 88.922 87.600 1 x 0.90 12.1 5.7 1 x 0.90 12.1 Retain
21 PC-114 88.999 87.700 1 x 0.90 12.2 5.7 1 x 0.90 12.2 Retain
22 PC-115 89.121 87.800 1 x 0.90 12.2 6.9 1 x 0.90 12.2 Retain
23 PC-116 89.218 87.850 1 x 0.90 11.4 7 1 x 0.90 11.4 Retain
24 PC-117 89.314 87.900 1 x 0.90 14 7.3 1 x 0.90 12 Retain
25 PC-118 89.675 88.100 2 x 1.20 11 7 2 x 1.20 11 Retain
26 PC-119 89.786 88.300 1 x 0.90 11.2 7 1 x 0.90 11.2 Retain
27 PC-120 89.975 88.350 1x0.90 11.20 7.00 1x0.90 11.20 Retain
249
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150
(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Design
Chainage
Km
Existing
Chainage Km
Span
Arrangement
Existing
(in M)
Width of
Structure
(Existing)
(m.)
Carriageway
(Existing)
(m.)
Span
Arrangement
Existing
(in M)
Width of
Structure
(Proposed)
(m.)
Design
Proposal/
Remarks
28 PC-121 90.184 88.600 1 x 0.90 11.2 7 1 x 0.90 11.2 Retain
29 PC-122 90.384 88.800 1 x 0.90 11.2 7 1 x 0.90 11.2 Retain
30 PC-123 90.424 88.900 1 x 1.2 11.2 7 1 x 1.2 11.2 Retain
31 PC-124 90.492 88.950 2 x 1.2 13 8 2 x 1.2 13 Retain
32 PC-125 90.840 89.200 1 x 1.2 11.3 6.5 1 x 1.2 11.3 Retain
33 PC-126 91.118 89.700 1 x 0.9 11.1 5.7 1 x 0.9 11.1 Retain
34 PC-127 91.678 90.200 1 x 0.90 12 7 1 x 0.90 12 Retain
35 PC-128 92.500 91.100 1 x 0.9 11.1 6.1 1 x 0.9 11.1 Retain
36 PC-129 92.900 91.200 1 x 0.90 12.1 6.9 1 x 0.90 12.1 Retain
37 PC-130 92.950 91.400 1 x 0.9 12.9 7.1 1 x 0.9 12.9 Retain
38 PC-131 93.353 91.700 1 x 0.90 11.4 7 1 x 0.90 11.4 Retain
39 PC-132 93.453 91.800 1 x 0.90 11.4 7 1 x 0.90 11.4 Retain
40 PC-133 93.705 92.100 1 x 0.90 11 7.2 1 x 0.90 11 Retain
41 PC-134 93.836 92.150 1 x 0.90 10.8 6.5 1 x 0.90 10.8 Retain
250
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150
(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Design
Chainage
Km
Existing
Chainage Km
Span
Arrangement
Existing
(in M)
Width of
Structure
(Existing)
(m.)
Carriageway
(Existing)
(m.)
Span
Arrangement
Existing
(in M)
Width of
Structure
(Proposed)
(m.)
Design
Proposal/
Remarks
42 PC-135 95.121 93.400 1 x 0.90 11 7 1 x 0.90 11 Retain
43 PC-136 95.186 93.500 1 x 0.90 8.5 7.1 1 x 0.90 12 Widen
44 PC-137 95.550 93.800 1 x 0.90 9.8 7 1 x 0.90 12 Widen
45 PC-138 95.782 94.000 1 x 0.90 10 5.8 1 x 0.90 10 Retain
46 PC-139 96.314 94.600 1 x 0.90 11.1 7 1 x 0.90 11.1 Retain
47 PC-140 96.499 94.700 1 x 0.80 11.6 6.7 1 x 0.80 11.6 Retain
48 PC-141 96.555 94.800 1 x 0.90 11.6 6.7 1 x 0.90 11.6 Retain
49 PC-142 97.628 95.800 1 x 0.90 11 7 1 x 0.90 11 Retain
50 PC-143 97.897 96.100 1 x 0.90 11.1 5.7 1 x 0.90 11.1 Retain
51 PC-144 99.373 97.500 1 x 0.90 6.4 4.7 1 x 0.90 12 Widen
52 PC-145 99.462 97.600 2 x 0.90 9.8 7.6 2 x 0.90 12 Widen
53 PC-146 99.772 97.800 1 x 0.90 10.2 5.6 1 x 0.90 10.2 Retain
54 PC-147 99.975 98.000 1 x 0.90 10.4 5.7 1 x 0.90 10.4 Retain
55 PC-148 101.345 99.400 3 x 0.90 10.3 6.6 3 x 0.90 10.3 Retain
251
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150
(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Design
Chainage
Km
Existing
Chainage Km
Span
Arrangement
Existing
(in M)
Width of
Structure
(Existing)
(m.)
Carriageway
(Existing)
(m.)
Span
Arrangement
Existing
(in M)
Width of
Structure
(Proposed)
(m.)
Design
Proposal/
Remarks
56 PC-149 101.530 99.600 2 x 0.90 11 5.7 2 x 0.90 11 Retain
57 PC-150 101.695 99.700 1 x 0.90 11 6 1 x 0.90 11 Retain
58 PC-151 101.997 100.000 4 x 0.90 10.3 5.8 4 x 0.90 10.3 Retain
59 PC-152 108.797 106.400 1 x 0.90 10.1 5.7 1 x 0.90 10.1 Retain
60 PC-153 109.750 107.300 3 x 1.20 9 6 3 x 1.20 12 Widen
61 PC-154 109.793 107.350 1 x 0.90 9.4 6 1 x 0.90 12 Widen
62 PC-155 109.928 107.400 1 x 0.90 8.8 6.2 1 x 0.90 12 Widen
63 PC-156 110.296 107.500 1 x 0.90 8.8 6.2 1 x 0.9 8.8 Retain
64 PC-157 110.450 107.700 1 x 0.90 9.2 5.9 1 x 0.90 9.2 Retain
65 PC-158 110.560 108.100 2 x 1.20 10.8 6.2 2 x 1.20 10.8 Retain
66 PC-159 110.776 108.300 4x0.90 10.6 6 4x0.90 10.6 Retain
67 PC-160 111.030 108.600 2x0.90 10.60 6.00 2x0.90 10.60 Retain
68 PC-161 111.099 108.650 1 x 0.90 10.4 5.6 1 x 0.90 10.4 Retain
69 PC-162 111.145 108.800 1 x 1.2 10.4 5.9 1 x 1.2 10.4 Retain
252
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150
(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Design
Chainage
Km
Existing
Chainage Km
Span
Arrangement
Existing
(in M)
Width of
Structure
(Existing)
(m.)
Carriageway
(Existing)
(m.)
Span
Arrangement
Existing
(in M)
Width of
Structure
(Proposed)
(m.)
Design
Proposal/
Remarks
70 PC-163 111.395 108.900 4 x 1.20 10.1 6 4 x 1.20 10.1 Retain
71 PC-164 111.551 109.000 3 x 1.20 10.7 6.2 3 x 1.20 10.7 Retain
72 PC-165 111.799 109.300 2 x 0.90 9.1 5.9 2 x 0.90 9.1 Retain
73 PC-166 114.660 112.000 5x1.20 10.40 5.70 5x1.20 10.40 Retain
74 PC-167 114.927 112.200 2 x 0.90 10.5 6.8 2 x 0.90 10.5 Retain
75 PC-168 115.256 112.500 1 x 0.90 10.3 5.9 1 x 0.90 10.3 Retain
76 PC-169 115.396 112.700 1 x 0.90 8.9 5.6 1 x 1.2 12 Reconstruction
77 PC-170 115.560 112.800 1 x 1.2 10.4 5.3 1 x 1.2 10.4 Retain
78 PC-171 116.520 113.700 1 x 0.90 10.4 5.5 1 x 0.90 10.4 Retain
79 PC-172 116.672 113.900 1 x 0.90 10.4 5.1 1 x 0.90 10.4 Retain
80 PC-173 117.100 114.200 2 x 0.90 6.4 3.7 2 x 1.2 12 Reconstruction
81 PC-174 117.170 114.300 1 x.0.90 11.4 6 1 x.0.90 11.4 Retain
82 PC-175 117.540 114.700 1 x.0.90 10.5 4.5 1 x.0.90 10.5 Retain
83 PC-176 117.584 114.800 1 x 0.90 10.4 4.5 1 x 0.90 10.4 Retain
253
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150
(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Design
Chainage
Km
Existing
Chainage Km
Span
Arrangement
Existing
(in M)
Width of
Structure
(Existing)
(m.)
Carriageway
(Existing)
(m.)
Span
Arrangement
Existing
(in M)
Width of
Structure
(Proposed)
(m.)
Design
Proposal/
Remarks
84 PC-177 118.003 115.200 2 x 0.90 9.1 4.5 2 x 0.90 9.1 Retain
85 PC-178 118.230 115.400 1 x 0.90 7.5 4.6 1 x 0.90 7.5 Retain
86 PC-179 118.577 115.700 6x0.90 10.50 4.60 6x0.90 10.50 Retain
87 PC-180 118.984 116.000 1 x 0.90 9.3 4.5 1 x 0.90 12 Widen
88 PC-181 119.355 116.400 8 x 0.90 9 4 8 x 0.90 12 Widen
89 PC-182 119.400 116.450 1 x 0.90 9 4 1 x 0.90 12 Widen
90 PC-183 119.559 116.600 1 x 0.90 8.6 3.7 1 x 0.90 12 Widen
91 PC-184 119.770 116.800 2 x 0.90 8.3 4.5 2 x 0.90 12 Widen
92 PC-185 119.932 117.000 1 x 0.90 12.1 4.7 1 x 0.90 12.1 Retain
93 PC-186 120.103 117.100 1 x 0.90 10.6 4 1 x 0.90 10.6 Retain
94 PC-187 120.347 117.400 1 x 0.90 10.4 4 1 x 0.90 10.4 Retain
95 PC-188 121.520 118.500 1 x 1.20 10.4 4.8 1 x 1.20 10.4 Retain
96 PC-189 121.540 118.550 1x1.20 10.40 4.80 1x1.20 10.40 Retain
97 PC-190 121.685 118.600 1 x 0.90 8.6 4.8 1 x 1.2 12 Reconstruction
254
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150
(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Design
Chainage
Km
Existing
Chainage Km
Span
Arrangement
Existing
(in M)
Width of
Structure
(Existing)
(m.)
Carriageway
(Existing)
(m.)
Span
Arrangement
Existing
(in M)
Width of
Structure
(Proposed)
(m.)
Design
Proposal/
Remarks
98 PC-191 121.893 118.800 3 x 1.20 10.6 4 3 x 1.20 10.6 Retain
99 PC-192 122.098 119.000 1 x 0.90 10.6 4 1 x 0.90 10.6 Retain
100 PC-193 122.495 119.400 1 x 0.90 10.4 4.1 1 x 0.90 10.4 Retain
101 PC-194 123.213 120.200 1 x 0.9 9.2 6 1 x 0.9 9.2 Retain
102 PC-195 123.537 120.500 2 x 1.2 10.5 5 2 x 1.2 10.5 Retain
103 PC-196 123.866 120.800 1 x 0.9 11.3 5.2 1 x 0.9 11.3 Retain
104 PC-197 123.998 120.900 3 x 0.90 11.2 5.7 3 x 0.90 11.2 Retain
105 PC-198 124.298 121.200 1 x 0.9 9.3 4.8 1 x 0.9 12 Widen
106 PC-199 124.495 121.400 3 x 1.2 9.2 5.5 3 x 1.2 12 Widen
107 PC-200 124.525 121.450 1 x 0.9 9.3 5.3 1 x 0.9 12 Widen
108 PC-201 124.721 121.600 1 x 0.9 9.2 4.5 1 x 0.9 12 Widen
109 PC-202 124.788 121.650 1 x 1.2 9 4.8 1 x 1.2 12 Widen
110 PC-203 124.898 121.800 1 x 0.90 8.8 4.8 1 x 0.90 12 Widen
111 PC-204 125.045 121.900 1 x 1.2 9.1 5.2 1 x 1.2 12 Widen
255
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150
(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Design
Chainage
Km
Existing
Chainage Km
Span
Arrangement
Existing
(in M)
Width of
Structure
(Existing)
(m.)
Carriageway
(Existing)
(m.)
Span
Arrangement
Existing
(in M)
Width of
Structure
(Proposed)
(m.)
Design
Proposal/
Remarks
112 PC-205 125.331 122.200 1 x 0.90 10.1 5.2 1 x 0.90 10.1 Retain
113 PC-206 125.686 122.500 3 x 0.90 10.1 5.3 3 x 0.90 10.1 Retain
114 PC-207 125.960 122.800 3 x 0.90 10.2 5.2 3 x 0.90 10.2 Retain
115 PC-208 126.287 123.100 1 x 0.90 8.8 4 1 x 0.90 12 Widen
116 PC-209 126.378 123.200 1 x 0.90 9.3 4.1 1 x 0.90 12 Widen
117 PC-210 126.668 123.600 1 x 0.90 12 5.5 1 x 0.90 12 Retain
118 PC-211 126.796 123.700 1 x 0.90 12 5.2 1 x 0.90 12 Retain
119 PC-212 126.940 123.800 1 x 0.90 12 5 1 x 0.90 12 Retain
120 PC-213 127.796 124.500 2 x 0.90 9.1 5.2 2 x 0.90 12 Widen
121 PC-214 127.897 124.600 1 x 0.90 9.1 5 1 x 0.90 12 Widen
122 PC-215 128.230 124.900 1 x 0.90 9 5.5 1 x 0.90 12 Widen
123 PC-216 128.413 125.100 1 x 0.90 9.1 5.2 1 x 0.90 12 Widen
124 PC-217 128.462 125.150 1 x 0.90 9 5.2 1 x 0.90 12 Widen
125 PC-218 128.790 125.500 3 x 0.90 9 4 3 x 0.90 12 Widen
256
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150
(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Design
Chainage
Km
Existing
Chainage Km
Span
Arrangement
Existing
(in M)
Width of
Structure
(Existing)
(m.)
Carriageway
(Existing)
(m.)
Span
Arrangement
Existing
(in M)
Width of
Structure
(Proposed)
(m.)
Design
Proposal/
Remarks
126 PC-219 128.039 125.600 1 x 0.90 9.2 4 1 x 0.90 12 Widen
127 PC-220 129.028 125.700 2 x 0.90 9.2 3.8 2 x 0.90 12 Widen
128 PC-221 129.275 126.000 1 x 0.90 9.2 3.8 1 x 0.90 12 Widen
129 PC-222 129.217 126.050 1 x 0.90 9.4 3.7 1 x 0.90 12 Widen
130 PC-223 129.522 126.200 6 x 1.20 9.2 3.8 6 x 1.20 12 Widen
131 PC-224 130.000 126.600 3 x 0.90 9.1 3.8 3 x 0.90 12 Widen
132 PC-225 130.210 126.800 1 x 0.90 9 4.8 1 x 0.90 12 Widen
133 PC-226 130.603 127.200 3 x 1.2 9 3.8 3 x 1.2 12 Widen
134 PC-227 130.823 127.400 1 x 0.90 9 3.8 1 x 0.90 12 Widen
135 PC-228 131.021 127.600 1 x 0.90 9.2 3.8 1 x 0.90 12 Widen
136 PC-229 131.405 127.900 7x1.2 10.00 4.00 7x1.2 10.00 Retain
137 PC-230 131.746 128.300 1 x 0.90 10 3.8 1 x 0.90 10 Retain
138 PC-231 131.856 128.400 1 x 0.90 10.3 3.8 1 x 0.90 10.3 Retain
139 PC-232 131.998 128.500 1 x 0.90 10.2 3.8 1 x 0.90 10.2 Retain
257
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150
(Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.
No
Culvert
No
Design
Chainage
Km
Existing
Chainage Km
Span
Arrangement
Existing
(in M)
Width of
Structure
(Existing)
(m.)
Carriageway
(Existing)
(m.)
Span
Arrangement
Existing
(in M)
Width of
Structure
(Proposed)
(m.)
Design
Proposal/
Remarks
140 PC-233 132.147 128.700 3 x 0.90 10.3 3.8 3 x 0.90 10.3 Retain
141 PC-234 132.250 129.000 4x0.90 10.20 3.70 4x0.90 10.20 Retain
142 PC-235 132.400 129.200 1 x 0.90 10.4 3.8 1 x 0.90 10.4 Retain
258
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
13 Nos of additional new pipe culvert are proposed across project road and 81 No of new
pipe culverts are proposed at junctions to facilitate quick drainage. Location of additional
culvert is given as under.
Table 9-11: Additional New Culverts
Sr.No Culvert
No
Design
Chainage
Km
Span
arrangement
Proposed
Width of
Structure
(Proposed) M
Design Proposal/
Remarks
Package –PN45
1 NPC-1 0.50 1x1.2 m Dia 12 New
2 NPC-2 7.82 1x1.2 m Dia 12 New
3 NPC-3 12.36 1x1.2 m Dia 12 New
4 NPC-4 13.58 1x1.2 m Dia 12 New
5 NPC-5 17.50 1x1.2 m Dia 12 New
6 NPC-6 18.65 1x1.2 m Dia 12 New
7 NPC-7 21.62 1x1.2 m Dia 12 New
8 NPC-8 30.55 1x1.2 m Dia 12 New
9 NPC-9 31.69 1x1.2 m Dia 12 New
10 NPC-10 32.05 1x1.2 m Dia 12 New
11 NPC-11 32.60 1x1.2 m Dia 12 New
12 NPC-12 34.04 1x1.2 m Dia 12 New
13 NPC-13 34.50 1x1.2 m Dia 12 New
14 NPC-14 37.83 1x1.2 m Dia 12 New
15 NPC-15 38.50 1x1.2 m Dia 12 New
16 NPC-16 39.35 1x1.2 m Dia 12 New
17 NPC-17 41.30 1x1.2 m Dia 12 New
18 NPC-18 49.59 1x1.2 m Dia 12 New
19 NPC-19 80.94 1x1.2 m Dia 12 New
20 NPC-20 83.30 1x1.2 m Dia 12 New
259
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Sr.No Culvert
No
Design
Chainage
Km
Span
arrangement
Proposed
Width of
Structure
(Proposed) M
Design Proposal/
Remarks
21 NPC-21 83.75 1x1.2 m Dia 12 New
28
NPC-22
to NPC-
93
At
junctions 1x1.2 m Dia
varying width
as per width of
side road
At junctions
Package –PN46
22 NPC-01 84.02 1x1.2 m Dia 12 New
23 NPC-02 92.07 1x1.2 m Dia 12 New
24 NPC-03 102.79 1x1.2 m Dia 12 New
25 NPC-04 104.09 1x1.2 m Dia 12 New
26 NPC-05 106.40 1x1.2 m Dia 12 New
27 NPC-06 107.30 1x1.2 m Dia 12 New
28
NPC-07
to NPC-
18
At
junctions 1x1.2 m Dia
varying width
as per width of
side road
At junctions
Note: Locations and spans mentioned are indicative. The same shall be finalized in consultation
with Authority Engineer. Any changes in span arrangement and construction of any additional box /
pipe / slab culverts as per factual requirements shall not be treated as change of scope.
All structures have been designed as per applicable IRC and IS code Details of all
structures along with design features are given in Design Report which is submitted as
separate volume.
260
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
CHAPTER 10
RIGHT OF WAY & UTILITY SHIFTING
10.1 Right of Way
Project road passes through agricultural area in most of its length. There are patches of
barren lands on either side in between. As such there is no marking of Right of Way
(ROW) on project road. Consultant requested Executive Engineer, PWD Kolhapur for
details of existing ROW. Consultants contacted Sub Division Engineers of following
subdivision
• Vita (Stretch from Vita to Balawadi Bridge of Yerla river)
• Palus (Stretch from Balawadi to Takari)
• Islampur (Stretch from Takari to Islampur)
• Shirala (Stretch from Peth Naka to Warna Bridge)
• Malkapur / Shahuwadi (Warna Bridge to Anuskura- Kolhapur District)
Documents of Right of Way (ROW) were not available in PWD offices. A cadastral map of
village showing road and plots has been obtained from settlement commissioner of Pune
Region. It is disjointed village maps of year 1991. In was observed that these maps are old
and prepared in different scales. These maps are joined with nearest common reference and
the same were superimposed on project road alignment. It was observed that at many
locations either road shown in village map is not matching with existing road alignment
also at many locations current road is not marked in these maps. Consultants then measured
the actual unconstrained land available at site. Following table provides details of ROW as
per TLR actual as measured at site.
Table 10-1: ROW Details
S. No. Chainage
(In Km) ROW As per
TLR (avg) m
Actual ROW
at Site (m)
approx
1 0.000 Not Available 16-20
2 1.000 Not Available 16-20
3 2.000 Not Available 16-20
4 3.000 Not Available 16-20
5 4.000 Not Available 16-20
6 5.000 Not Available 16-20
7 6.000 12.49 16-20
8 7.000 9.7 16-20
9 8.000 8.69 16-20
261
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
S. No. Chainage
(In Km) ROW As per
TLR (avg) m
Actual ROW
at Site (m)
approx
10 9.000 Not Available 16-20
11 10.000 Not Available 18-20
12 11.000 14.14 18-20
13 12.000 14.95 18-20
14 13.000 18.72 18-20
15 14.000 24.08 18-20
16 15.000 Not Available 18-20
17 16.000 Not Available 16-18
18 17.000 Not Available 16-18
19 18.000 14.32 16-18
20 19.000 16.72 20-24
21 20.000 19.61 15-18
22 21.000 23.07 15-18
23 22.000 22.08 15-18
24 23.000 Not Available 15-18
25 24.000 26.37 15-18
26 25.000 28.34 15-18
27 26.000 20.71 15-18
28 27.000 19.4 15-18
29 28.000 19.45 15-18
30 29.000 23.29 15-18
31 30.000 24.98 15-18
32 31.000 21.46 15-18
33 32.000 26.1 14-16
34 33.000 30.51 14-16
35 34.000 25.56 14-16
36 35.000 26.7 14-16
37 36.000 24.67 14-16
38 37.000 22.72 14-16
39 38.000 22.61 14-16
40 39.000 19.9 14-16
41 40.000 26.16 14-16
42 41.000 26.53 14-16
43 42.000 28.32 14-16
44 43.000 Not Available 14-16
45 44.000 Not Available 14-16
46 45.000 Not Available 14-16
47 46.000 Not Available 14-16
48 47.000 18.02 14-16
49 48.000 20.73 14-16
50 49.000 Not Available 14-16
51 50.000 Not Available 14-16
52 51.000 Not Available 14-16
262
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
S. No. Chainage
(In Km) ROW As per
TLR (avg) m
Actual ROW
at Site (m)
approx
53 52.000 Not Available 14-16
54 53.000 18.06 14-16
55 54.000 16.67 14-16
56 55.000 Not Available 14-16
57 56.000 16.43 14-16
58 57.000 17.77 14-16
59 58.000 14.13 14-16
60 59.000 13.11 14-16
61 60.000 Not Available 14-16
62 61.000 21.45 14-16
63 62.000 20.03 14-16
64 63.000 Not Available 14-16
65 64.000 Not Available 14-16
66 65.000 Not Available 14-16
67 66.000 Not Available 14-16
68 67.000 14.33 14-16
69 68.000 12.04 14-16
70 69.000 16.24 14-16
71 70.000 15.49 14-16
72 71.000 15.35 14-16
73 72.000 11.77 14-16
74 73.000 11.46 14-16
75 74.000 17.39 14-16
76 75.000 15.29 14-16
77 76.000 15.56 14-16
78 77.000 21.39 14-16
79 78.000 24.07 14-16
80 79.000 20.49 14-16
81 80.000 17.91 14-16
82 81.000 13.19 14-16
83 82.000 22.74 14-16
84 83.000 18.22 14-16
85 84.000 5.67 12-14
86 85.000 Not Available 12-14
87 86.000 Not Available 12-14
88 87.000 Not Available 12-14
89 88.000 Not Available 12-14
90 89.000 Not Available 12-14
91 90.000 Not Available 12-14
92 91.000 Not Available 12-14
93 92.000 Not Available 12-14
94 93.000 Not Available 12-14
95 94.000 Not Available 12-14
263
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
S. No. Chainage
(In Km) ROW As per
TLR (avg) m
Actual ROW
at Site (m)
approx
96 95.000 Not Available 12-14
97 96.000 Not Available 12-14
98 97.000 Not Available 12-14
99 98.000 14.63 10-12
100 99.000 Not Available 10-12
101 100.000 17.99 10-12
102 101.000 11.81 10-12
103 102.000 17.74 10-12
104 103.000 16.15 10-12
105 104.000 19.81 10-12
106 105.000 Not Available 10-12
107 106.000 Not Available 10-12
108 107.000 Not Available 10-12
109 108.000 Not Available 10-12
110 109.000 Not Available 10-12
111 110.000 Not Available 10-12
112 111.000 Not Available 10-12
113 112.000 Not Available 10-12
114 113.000 22.4 10-12
115 114.000 15.51 10-12
116 115.000 21.71 10-12
117 116.000 10.89 10-12
118 117.000 15.84 10-12
119 118.000 18.66 10-11
120 119.000 15.53 10-11
121 120.000 14.76 10-11
122 121.000 18.97 10-11
123 122.000 16.04 10-11
124 123.000 14.94 10-11
125 124.000 16.79 10-11
126 125.000 16.99 10-11
127 126.000 15.13 10-11
128 127.000 16.98 10-11
129 128.000 19.04 10-11
130 129.000 15.54 10-11
131 130.000 11.99 10-11
132 131.000 16 10-11
133 132.200 Not Available 10-11
A drawing of project alignment superimprosed on Cadastal map is placed in drawing
volume.
264
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
10.2 Land Acquisition
No additional land acquisition is proposed. Improvements are proposed within available
land.
10.3 Utility
There are few water pipe lines running parallel to project road. One major one is near Vita
and other is near Islampur. Some OFC cable lines are also observed on the way.
In addition to above there would be local irrigation pipeline crossing the road or running
along it. In this regard Sarpanch or concerned person of all villages near project road are
contacted and requested to provide details of underground lines, if any. Similarly, office of
BSNL was also contacted regarding any OFC cable shifting.
Following figures show the typical letters and details reveived from a particular village
regarding small water pipe lines running along and across project road.
265
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 10-1: Details of underground water pipe line in village Alsand
A Lump Sum provision of shifting of utilities is taken in report.
10.4 Trees
There are number of trees along project road some trees are near carriageway which may
require cutting for widening of road as part of improvement scheme. Trees which require to
be removed for project road development have been counted from LiDAR survey. A
provision of tree planation equal to 10 time the number of trees cut is taken in cost estimate
toward compensatory afforestation. Km wise table of trees required to cut is given as under.
266
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Table 10-2: Trees of Package PN45-Girth Wise
S. No Chainage (km) No of Trees
From To 300 to
600
600 to
900
900 to
1800
1800 to
2700
2700 to
4500
Above
4500
1 0.000 6.000 52 136 114 8 5 1
2 6.000 12.000 33 115 149 4 2 0
3 12.000 15.000 6 28 84 4 2 0
4 15.000 21.000 81 279 280 1 0 0
5 21.000 23.000 7 42 122 4 4 0
6 30.000 36.000 35 104 296 26 3 0
7 36.000 42.000 13 87 236 71 25 0
8 42.000 44.141 3 34 50 2 0 0
9 49.200 55.000 49 139 54 4 7 0
10 55.000 59.000 15 81 64 10 8 1
11 59.000 65.000 51 100 73 17 13 2
12 65.000 70.000 64 350 290 25 1 1
13 70.000 77.000 65 181 298 17 5 0
14 77.000 80.000 34 85 96 9 0 0
15 80.000 84.137 27 108 124 6 6 2
Total No of Trees 535 1869 2330 208 81 7
Table 10-3: Trees of Package PN46-Girth wise
S. No Chainage (km) No of Trees
From To 300 to
600
600 to
900
900 to
1800
1800 to
2700
2700 to
4500
Above
4500
1 84.137 90.000 14 42 42 3 2 0
2 90.000 95.000 3 63 30 0 0 0
3 95.000 100.000 3 48 65 4 6 0
4 100.000 105.160 6 95 143 10 8 1
5 105.160 110.000 0 7 33 6 3 1
6 110.000 115.000 5 14 80 14 22 5
7 115.000 120.000 4 50 116 28 73 9
8 120.000 125.000 12 72 92 5 29 1
9 125.000 130.000 14 83 32 6 31 0
10 130.000 133.009 2 74 52 9 19 3
Total No of Trees 63 548 685 85 193 20
10.5 Electric Poles, Light poles & Transformer
There are no of electric and light poles along project road, many poles are near carriageway
which may require shifting for widening of road as part of improvement scheme. Electric
Pole and light poles required to be removed are also counted from LiDAR survey.
Statement of electric pole, telephone pole & Transformer is given in table below
267
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Table 10-4: Km wise Electric Poles, Light poles, Transformer
of Package PN45
Chainage EP LP Transformer
From To
0.000 1.000 15 22 1
1.000 2.000 1 0 0
2.000 3.000 1 1 0
3.000 4.000 0 0 0
4.000 5.000 0 0 0
5.000 6.000 0 0 0
6.000 7.000 0 0 0
7.000 8.000 0 0 0
8.000 9.000 3 0 0
9.000 10.000 14 0 0
10.000 11.000 18 0 0
11.000 12.000 15 0 0
12.000 13.000 8 0 0
13.000 14.000 11 0 0
14.000 15.000 9 0 0
15.000 16.000 14 0 0
16.000 17.000 4 0 0
17.000 18.000 0 0 0
18.000 19.000 6 0 0
19.000 20.000 11 0 0
20.000 21.000 6 0 0
21.000 22.000 30 0 0
22.000 22.763 11 0 0
30.000 31.000 17 0 0
31.000 32.000 2 0 0
32.000 33.000 7 0 0
33.000 34.000 4 0 0
34.000 35.000 21 0 0
35.000 36.000 37 0 1
36.000 37.000 2 0 0
37.000 38.000 8 0 0
38.000 39.000 5 0 0
39.000 40.000 0 0 2
40.000 41.000 0 0 0
41.000 42.000 5 0 1
42.000 43.000 18 0 1
43.000 44.000 8 0 2
268
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Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Chainage EP LP Transformer
From To
44.000 44.141 1 0 0
49.200 50.000 10 0 1
50.000 51.000 2 0 0
51.000 52.000 0 0 0
52.000 53.000 0 0 0
53.000 54.000 9 0 0
54.000 55.000 2 0 0
55.000 56.000 2 0 0
56.000 57.000 2 0 1
57.000 58.000 0 0 0
58.000 59.000 0 0 0
59.000 60.000 2 0 0
60.000 61.000 5 0 0
61.000 62.000 3 0 0
62.000 63.000 0 0 0
63.000 64.000 0 0 0
64.000 65.000 0 0 0
65.000 66.000 0 0 0
66.000 67.000 9 0 0
67.000 68.000 8 0 0
68.000 69.000 7 0 0
69.000 70.000 5 0 0
70.000 71.000 2 0 0
71.000 72.000 2 0 0
72.000 73.000 8 0 0
73.000 74.000 0 0 0
74.000 75.000 6 0 0
75.000 76.000 3 0 0
76.000 77.000 2 0 0
77.000 78.000 8 0 0
78.000 79.000 9 0 0
79.000 80.000 6 0 0
80.000 81.000 0 0 0
81.000 82.000 9 0 0
82.000 83.000 34 0 0
83.000 84.000 9 0 0
84.000 84+137 0 0 0
Table 10-5: Km wise Electric Poles, Light poles, Transformer
269
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
of Package PN46
Chainage EP LP Transformer
From To
84.137 85.000 0 0 0
85.000 86.000 17 0 1
86.000 87.000 6 0 0
87.000 88.000 0 0 0
88.000 89.000 1 0 0
89.000 90.000 0 0 0
90.000 91.000 0 0 0
91.000 92.000 3 0 0
92.000 93.000 1 0 0
93.000 94.000 0 0 0
94.000 95.000 0 0 0
95.000 96.000 0 0 0
96.000 97.000 0 0 0
97.000 98.000 1 0 0
98.000 99.000 99 0 0
99.000 100.000 25 0 0
100.000 101.000 12 0 0
101.000 102.000 5 0 1
102.000 103.000 5 0 1
103.000 104.000 12 0 1
104.000 105.000 21 0 0
105.113 106.000 0 0 0
106.000 107.000 5 0 0
107.000 108.000 0 0 0
108.000 109.000 0 0 0
109.000 110.000 0 0 0
110.000 111.000 2 0 0
270
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
111.000 112.000 0 0 0
112.000 113.000 1 0 0
113.000 114.000 0 0 0
114.000 115.000 0 0 0
115.000 116.000 1 0 0
116.000 117.000 1 0 0
117.000 118.000 0 0 0
118.000 119.000 1 0 0
119.000 120.000 1 0 0
120.000 121.000 10 0 0
121.000 122.000 1 0 0
122.000 123.000 1 0 0
123.000 124.000 0 0 0
124.000 125.000 3 0 0
125.000 126.000 0 0 0
126.000 127.000 0 0 0
127.000 128.000 3 0 0
128.000 129.000 0 0 0
129.000 130.000 0 0 0
130.000 131.000 6 0 0
131.000 132.000 0 0 0
132.000 132.535 1 0 0
271
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
CHAPTER 11
ENVIRONMENT IMPACT ASSESSMENT
11.1 General
This being a standalone expert aspect, a separate volume of report is prepared for the same. Same
may be referred for details. As per EIA Report Environmental Clearance is not required for the
project road project
272
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
CHAPTER 12
SOCIAL IMPACT ASSESSMENT
12.1 General
This being a standalone expert aspect, a separate volume of report is prepared for the same. Same
may be referred for details. As per SIA public hearing is not required for the project road
273
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
CHAPTER 13
RATE ANALYSIS & COST ESTIMATE
13.1 Approach
Cost Estimate has been prepared based on the items of work involved in improvement of
Vita - Anuskura Road and detailed quantity computation taking into consideration the
proposed development plan, design features of various road components, design of bridges
& structures, Utility Shifting cost involved in project.
Current Schedule of Rates of PWD, Maharashtra State issued on 17th June 2017 and DSR
for year 2016-17 are considered for rates of various items. These rates are updated for
carriage and leads appropriately. A separate rate anlaysis is prepared for itemas which are
not available in e-DSR.
13.2 Materials for Construction
The Quarries for stone boulders Stone metal, Stone chips, screening materials are located at
some distance from the project stretch. Same is discussed in separate volume Material
Report:
13.3 Cost Estimation & Analysis
Rates o finished items have been taken as per e-DSR of Maharashtra State 2017 and DSR
of year 2016-17.
Detailed quantity estimation is done and same is part of report and Cost Estimate Report.
Following table provides summary of cost estimate.
274
PWD - MAHARASHTRA
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works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Table 13-1: Recapitulation sheet Package PN45
Bill No. Name of the Bill Amount (Rs.) Remarks
I CIVIL COST 1,58,01,38,199.00
II GST (12%) 18,96,16,583.88
Total(I+II) 1,76,97,54,782.88
III ROYALTY 3,90,62,804.73
IV TOTAL CIVIL COST (I+II+III) 1,80,88,17,587.61
V CONTINGENCIES ON (IV) (1%) 1,80,88,175.88
VI EPC COST (IV+V) 1,82,69,05,763.49
VII INCIDENTAL CHARGE/ PRE OPERATIVE
EXPENSES ON III (1% of VI) 1,82,69,057.63
VIII Financing Charges 2% on Debt amount
(70:30 Debt Equity Ratio) of 40% of
Total EPC Cost (III) 1,02,30,672.28
IX
Interest during Construction (bank
rate+3%) per annum on Debt amount
(assuming 70:30 Debt Equity Ration
and 24 month construction period.
(Distributed borrowing spread over
construction period)
4,82,82,641.74
ESTIMATED PROJECT COST 1,90,36,88,135.15
Table 13-2: Recapitulation sheet Package PN46
Bill No. Name of the Bill Amount (Rs Cr.) Percentage
component
I CIVIL COST 74,65,01,765.00
II GST (12%) 8,95,80,211.80
III ROYALTY 3,33,09,169.82
IV TOTAL CIVIL COST (I+II+II) 86,93,91,146.62
V CONTINGENCIES ON (IV) (1%) 86,93,911.47
VI EPC COST (IV+V) 87,80,85,058.09
275
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
VII INCIDENTAL CHARGE/ PRE OPERATIVE
EXPENSES ON III (1% of III) 87,80,850.58
VIII Financing Charges 2% on Debt amount
(70:30 Debt Equity Ratio) of 40% of
Total EPC Cost (III) 49,17,276.33
IX
Interest during Construction (bank
rate+3%) per annum on Debt amount
(assuming 70:30 Debt Equity Ration
and 24 month construction period.
(Distributed borrowing spread over
construction period)
2,32,06,597.26
ESTIMATED PROJECT COST 91,49,89,782.25
It can be observed from above that pavement work (sub-base, base, bituminous and concrete
pavement) account for about 60% of the civil cost of project. Following pie chart depicts this
typical phenomenon.
276
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 13-1: Distribution of Summary of Cost of PN45
Site Clearance and Dismantling
3%
Earth Work16%
Sub-Bases, Bases (Non-Bituminous) &
Shoulders33%
Bases and Surface Courses
(Bituminous)32%
Cement Concrete Pavements
3%
Culverts3%
Minor Bridges0%
Major Bridges1%
Drainage and Protection Works
4%
Protective Works0%
Junctions, Traffic Signs Marking and
Other Appurtenances
4%
Test Charges1%
277
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
Figure 13-2: Distribution of Summary of Cost of PN46
Site Clearance and Dismantling
2%
Earth Work19%
Sub-Bases, Bases (Non-
Bituminous) & Shoulders
25%
Bases and Surface Courses
(Bituminous)33%
Cement Concrete Pavements
2%
Culverts3%
Minor Bridges0%
Major Bridges1%
Drainage Works9%
Protective Works1% Junctions, Traffic Signs
Marking and Other Appurtenances
4%
Test Charges1%
278
PWD - MAHARASHTRA
Consultancy Services for preparation of Detailed Project Report for Widening/ Strengthening / Raising including design of bridges / CD
works of Vita Peth Malkapur Anuskura Satavali Pavas SH-150 (Section District Border to Anuskura District Border)
A. Km 0/00 to Km 83/700 Dist.-Sangli (Length -76.8 Km) & B. Km 83/700 to Km 133/400 Dist.-Kolhapur (Length -49.7 km)
CHAPTER 14
CONCLUSION AND RECOMMENDATIONS
14.1 Conclusion & Recommendations
Project road from Vita to Anuskura section of State Highway No. 150 forms important part
of regional transport network. Its improvement will add value to connectivity and access to
project area. There is positive economic return with improvement of project road to two
lane road with paved shoulder. Project area has good construction material available in
vicinity.
Hence based on various design and analysis thereof it is recommended that project road
may be taken up for improvement on Hybrid Annuity Model.