BRIEF PROJECT REPORT -...
Transcript of BRIEF PROJECT REPORT -...
Consultancy Services for Project Management Phase I
including Preparation of Detailed Project Report for up
gradation of Nanded –Hingoli – Washim - Akola Section of
NH-161 in the State of Maharashtra to Two/Four Lane with
Paved Shoulder Configuration (Package No- NH/IAHE/05)
Consultants:Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions
Marc House, Sector 6-7 (Dividing Road), Opp. Devi Lal Park,Bahadurgarh, Haryana-124507
BRIEF PROJECT REPORTJan 2019
End Point WarangaFata
Start Point
From Chaiange 4.635 (Akola) to Chaiange
92.200(upto Washim) of NH-161
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions
CONTENTS
Executive Summary 1.1 General ................................................................................................................... 1
1.2 About the project .................................................................................................... 1
1.3 Necessity: ................................................................................................................ 1
1.3.1 Executive Summary ................................................................................................. 2
1.4 Project Description & Improvement Proposal .......................................................... 2
1.4.1 Existing Alignment ................................................................................................... 2
1.4.2 Right of Way ............................................................................................................ 4
1.4.3 Carriageway ............................................................................................................ 5
1.4.4 Pavement Condition ................................................................................................ 6
1.4.5 Built-up Areas .......................................................................................................... 6
1.4.6 Forest Area .............................................................................................................. 7
1.4.7 Terrain .................................................................................................................... 8
1.4.8 Existing Structures: .................................................................................................. 8
1.4.9 Existing VUP .......................................................................................................... 10
1.4.10 Culverts ................................................................................................................. 10
1.4.11 Existing Junctions & Intersections .......................................................................... 15
1.4.12 Road Side Drainage ................................................................................................ 18
1.4.13 Truck Laybyes ........................................................................................................ 19
1.4.14 Bus Bays & Bus Shelters ......................................................................................... 19
1.4.15 Critical Sections / Sensitive Areas. .......................................................................... 19
1.5 Technical Engineering Alternatives & Improvement Proposals ............................... 19
1.5.1 Right of Way .......................................................................................................... 19
Typical X-sections alongwith Chainage-wise details are attached as Appendix-1. .............. 21
1.5.2 Bypasses ................................................................................................................ 21
1.5.3 Realignments ......................................................................................................... 25
1.5.4 Service Road/ Slip Roads ........................................................................................ 25
1.5.5 Pavement Composition .......................................................................................... 27
1.5.6 Cross Drainage Structures ...................................................................................... 29
1.5.7 Grade Separated Structures ................................................................................... 42
1.5.8 Junctions and Intersections .................................................................................... 45
1.5.9 Road Side Drainage ................................................................................................ 47
1.5.10 Shoulders .............................................................................................................. 51
1.5.11 Footpaths .............................................................................................................. 51
1.5.12 Road Side Furniture ............................................................................................... 51
1.5.13 Bus Bays & Bus Shelters ......................................................................................... 54
1.5.14 Road Protection Works ........................................................................................ 55
1.5.15 Rest Areas & Other Project Facilities ...................................................................... 58
1.5.16 Landscaping and Tree Plantation......................................................................... 59
1.5.17 Toll Plaza ............................................................................................................... 59
1.5.18 Utility Shifting ....................................................................................................... 59
1.5.19 Trees ..................................................................................................................... 59
1.6 Methodology for Feasibility Study and Engineering Survey & Investigations ........... 60
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions
1.6.1 Topographic Survey ............................................................................................... 60
1.6.2 Existing Pavement Condition ................................................................................. 60
1.7 Socio-Economic Profile of the Project Influence Area ............................................. 61
1.8 Design Parameters ................................................................................................. 61
1.9 Traffic Surveys & Analysis ...................................................................................... 62
1.10 Environmental Screening and Preliminary Environmental Assessment ................... 65
1.11 Initial Social Assessment and Preliminary land Acquisition/Resettlement Plan ....... 66
1.11.1 Land Acquisition: ................................................................................................... 66
1.12 Cost Estimate: ....................................................................................................... 67
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 1
Executive Summary
1.1 General
Ministry of Road Transport & Highways, has initially entrusted the Indian Academy of Highway Engineers
(IAHE, the preparation of Detailed Project Reports & Project Management of part of selected
stretches/corridors of various National Highways in the States of Maharashtra, Gujarat, Chhattisgarh,
Rajasthan and Karnataka to Two/Four Lane with paved shoulder configuration. Upgradation of Nanded –Hingoli – Washim - Akola Section of NH-161 in the State of Maharashtra, is part of this Program.
Subsequently the preparation of DPR and implementation is transferred to NHAI through tripartite
agreement dated 31.03.2016.
1.2 About the project
NH-161 starting from Akola on NH-53 connecting, Washim, Hingoli, Nanded, Diglur in the State of
Maharashtra and terminating at its junction with NH-65 near Sangareddi in the State of Telangana passes
through the District of Akola, Washim, Hingoli, Nanded, Kamareddy and Sangareddy in the State of
Telangana. It joins the cities of Akola, Washim, Hingoli, Nanded, Diglur, Sangareddy and Hyderabad in
Central-Southern India with each other. NH-161 serves as a vital trade link between the two states of
Maharashtra and Telangana. It is the important link road connecting NH-6 (Akola), NH-222, NH-204
(Nanded, NH-9 (Sangareddy) besides other State Highways, and other district roads. The existing road is of
2-lane capacity in distressed condition and would not be able to cater to the present and anticipated
traffic in the coming years and hence there is need for rehabilitation and capacity augmentation. For the
sake of construction, the project from Km 4.635 to Km 180.500 is divided into 4 packages.
The present project road starts from NH-53 (old NH-6) at Akola city (Km 4.635), in Akola District and
passes through the District of Washim and ends at Washim at Km 92.200. The total length of the Project is
92.200 kms.
1.3 Necessity:
The National Highway NH-161 connects Akola in Maharashtra at one end and Sangareddy in the State of
Telangana on the other. The present Project Akola to Washim from Km 0.000 to Km 92.200 (design
chainage) lies in Akola and Washim District. The proposed improvement can be viewed as boosting
economic growth and poverty reduction which will bring substantial social and economic development in
the region. The social benefits arising due to the project will be enhanced due to improved accessibility to
various services such as easy access to markets, health facilities, schools and workplace which in turn
increases the income of the locals, and ultimately elevating their standard of living.
Quick mode of transport and smooth and sturdy roads will help overall development of the project
influenced region of Maharashtra. Upgradation of this section will further improve level of service
alongwith, substantial socio-economic grain in terms of reduced Vehicle Operating Cost (VOC), and
reduced travel time will be achieved.
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 2
1.3.1 Executive Summary
This Executive Summary is prepared as part of Final Feasibility Report and as per revisions and
modifications, based on the discussions held with the NHAI for the road section from Akola – Washim
from existing Km 4.635 to Km 93.921 (Design Chainage from Km 0.000 to Km 92.200).
1.4 Project Description & Improvement Proposal
1.4.1 Existing Alignment
The project road starts from NH-53 (old NH-6 at Akola city (Km 4.635) in Akola District and passes through
Patur and Medshi and ends at Wahim from Km 4.635 to Km 93.921, design chainage from Km 0.000 to
Km. 92.200 The length of the Project is 92.200 kms.
The project highway lies mainly in plain, rolling & hilly terrain (3.110 km).
The land use along the project highway is mostly agriculture and built up stretches.
6.51 kms length (16. 988Ha of land ) is passing through the forest area.
The Project road crosses the railway crossing LC No.115 (Akola-Hingoli Lane).
There is a proposal of construction of Nagpur-Mumbai Super Communication Expressway, which shall
cross NH-161 at around Km 54.700. There shall be a Flyover for cross passage.
The Project road cross river Morena at Km 49.940.
There is no wild life sanctuary or sensitive area along the project road.
The major built-up areas of Malegaon and Washim are congested and require bypasses.
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 3
Package-I : Akola – Medshi
from Km 0.000 to Km 47.700
(Design Chainage) Package-II : Medshi - Washim
from Km 47.700 to Km 92.200
(Design Chainage)
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 4
1.4.2 Right of Way
Package 1:- Akola to Medshi
The existing ROW generally varies from 22.00m to 30.00m. The ROW is not marked on the Revenue Maps
nor Boundary pillars are available.
Sr.No
Existing Chainage (km) Existing ROW
(m) From To
1 4.635 8.000 30
2 8.000 11.000 32
3 11.000 16.000 30
4 16.000 19.000 32
5 19.000 20.000 30
6 20.000 24.000 22
7 24.000 36.600 26
8 36.600 40.000 30
9 40.000 44.000 26
10 44.000 47.200 22
11 47.200 51.165 26
Package 2:- Medshi to Washim
The existing ROW generally varies from 26 m to 30m.
Sr.No
Existing Chainage (km) Existing ROW
(m) From To
1 51.165 57.665 26
2 57.665 57.800 26
3 57.800 Malegaon Bypass
(58.800) 26
4 Malegaon Bypass
(58.800)
Malegaon Bypass
(61.000) 30
5 Malegaon Bypass
(61.000) 63.460 30
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
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6 63.460 63.600 26
7 63.600 66.000 26
8 66.000 67.600 30
9 67.600 68.800 30
10 68.800 75.380 26
11 75.380 75.500 26
12 75.500 80.000 30
13 82.000 86.365 26
13 86.365 87.000 26
14 87.000 88.000 28
15 88.000 93.921 26
1.4.3 Carriageway
Package 1:- Akola to Medshi
The present carriageway of the Project Highway is 2-Lane.
Package 2:- Medshi to Washim
The present carriageway of the Project Highway is mainly 2-Lane except at minor sections where
it is 2-Lane with Paved Shoulder, and 4-Lane.
Sr.No
Existing Chainage (km) Existing
Carriageway
width (m)
Remarks From To
1 51.165 57.665 7m
2 57.665 57.800 7m
3 57.800 Malegaon Bypass
(58.800) 7m Realignment
4 Malegaon Bypass
(58.800)
Malegaon Bypass
(61.000) 7m
5 Malegaon Bypass
(61.000)* 61.260 10m
Proposed Malegaon
Bypass (LHS)
6 61.260* 61.890 15m Proposed Malegaon
Bypass (LHS)
7 61.890* 63.460 7m Proposed Malegaon
Bypass (LHS)
8 63.460 63.600 7m
9 63.600 66.000 7m
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 6
10 66.000 67.600 7m
11 67.600 68.800 7m
12 68.800 75.380 7m
13 75.380 75.500 7m
14 75.500 81.450 7m Proposed Washim
Bypass
15 81.450* 82.600 7m Proposed Washim
Bypass
16 82.600* 86.425 7m Proposed Washim
Bypass
17 86.425 86.570 7m
18 86.570 87.000 7m
19 87.000 88.000 7m
20 88.000 93.921 7m
The details of existing bypasses are as follows:
Sr.No.
Name of
bypass
(town)
Chainage
From Km - to
Km
Length
(in Km)
ROW
(m)
Carriageway
Width
(m) Type
1. Malegaon Km 58.850 to
Km 61.000 2.150 30m 7 m Flexible
1.4.4 Pavement Condition
The existing pavement of the project highway is bituminous and the condition is from very poor to fair.
The pavement composition of the existing pavement is generally same as bituminous, Water Bound
Macadam Base and sub-base with boulders. The wearing coat (Bituminous) is average 100 mm; base
course is average 100 mm in case of WBM Base and 100 mm Boulders Sub-base. The bituminous course
consists of one to two layers and appears to be in poor to fair in condition.
1.4.5 Built-up Areas
Package 1:- Akola to Medshi
Main built-up areas along the existing project stretch are given below.
Sr.
No.
Chainage Km. Length
(m) Side
Name of
Town/Village From To
1 4635 5635 1000 Both side Akola
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
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2 10800 11800 1000 RHS Kheragaon
3 13400 14300 900 Both side Lakhanwada
4 16400 17175 775 RHS Kapsi
5 20900 21540 640 Both side Chikhalgaon
6 30120 33950 3830 Both side Patur
7 35000 35350 350 Both side Bodkha
8 47370 50775 3405 Both side Medshi
Package 2:- Medshi to Washim
Main built-up areas along the existing project stretch are given below.
Sr.
No.
Chainage Km. Length
(km) Side
Name of
Town/Village From To
1 64.940 65.625 0.685 Both side Amanigaon
2 68.150 68.500 0.350 Both side Zodgagaon
3 71.175 71.850 0.675 Both side Savergaon
1.4.6 Forest Area
Akola to Washim
The project stretch is passing through the forest area at the following locations.
Sr. No. Division Taluka Village
Name Comptt
No.
Gut
no. Length of
Road(m) Area in Ha.
1
Akola
Akola Chikalgaon 198 65 315 0.85
199 75 490 0.40
2
Patur
Bodkha 71 8 200 0.14
3 Chinchkhed
68 23
1700
5.22
69 24 1.12
68 25 2.99
68 33 1.69
4 Sawarkhed 67 49
350 0.37
E-99 50 0.18
5 Malrajura 68 73
250 0.08
68 74 0.34
6 Malegaon Medshi E-103
120
600
0.54
145 0.14
146 0.61
E-101 310 200 0.97
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 8
Sr. No. Division Taluka Village
Name Comptt
No.
Gut
no. Length of
Road(m) Area in Ha.
7 Washim Dhumka E-64 72 200 1.00
Total 4305 m 16.64 Ha
1.4.7 Terrain
Package 1:- Akola to Medshi
Sr. No. Existing Chainage (km)
Length (Km) Terrain Start End
1 4635 33000 28365 Plain
2 33000 36940 3940 Rolling
3 36940 40050 3110 Hill area
4 40050 47000 6950 Rolling
5 47000 51165 4165 Plain
Package 2:- Medshi to Washim
Sr. No. Existing Chainage (km)
Length (Km) Terrain Start End
1 51165 64400 13.235 Plain
2 64400 68000 3.600 Rolling
3 68000 86700 18.700 Plain
4 86700 88000 1.300 Rolling
5 88000 93200 5.200 Plain
6 93200 97921 4.721 Rolling
1.4.8 Existing Structures:
(i) Major Bridges:
Package 1:- Akola to Medshi
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
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The project road has 1 major bridge :
Sr. No Existing
Chainage
Type of Structure 1. No. of Spans with span length (m)
Overall
Width (m) Foundation Substructure Superstructure
1 49.940 Open RCC Slab 11x 10.75 8.50
The road section at this location is proposed to be bypassed, as such the above bridge location is excluded
from the finalized alignment for improvement proposal
(ii) Minor Bridges:
Package 1:- Akola to Medshi
The project road has 14 minor bridges :
S.no Span Arrangement (Existing) Nos
x Span (m)
Width of Bridge (m) Chainage/ Km.
1 13.280 2 x 5 8.2 2 17.045 1 x 6.5 12.2 3 22.290 3 x 2.5 12.0 4 27.300 2 x 4 8.4 5 29.085 5 x 2.4 8.3 6 29.340 2 x 4.7 7.4 7 31.110 1 x 7.3 8.07 8 31.670 2 x 5.0 7.85 9 32.800 2 x 6.0 8.58 10 35.595 2 x 3 13.2 11 36.050 2 x 4 9.0 12 37.975 2 x 6.5 12.6 13 47.100 2 x 5.4 8.9 14 48.350 1 x 9.0 8.04
Package 2:- Medshi to Washim
The project road has 19 minor bridges :
Sr.
No
.
Type of Structure Span
Arrangement
(Existing)
Nos X Span (m)
Width
of
Bridge
(m)
Location/ Km. Foundat
ion
Substructure Superstru
cture
1 57.665 Open SM RCC 3 x 4.6 9.00
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
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2 58+900* Open RCC RCC 1x7.0 7.5
3 61+000* Open RCC RCC 4 x 7.0 8.25
4 63+325* Open RCC RCC 2 x 4.2 10.26
5 0.659 (Malegaon
bypass) Open RCC RCC 3 x 7 12.00
6 2.783 (Malegaon
bypass) Open RCC RCC 2 x 4.2 20.30
7 64.900 Open RCC RCC 3 x 8 8.10
8 66.180 Open RCC RCC 3 x 6 8.20
9 66.480 Open RCC RCC 3 x 5.7 16.50
10 67.530 Open RCC RCC 2 x 6.7 8.30
11 68.630 Open RCC RCC 3 x 5.5 8.10
12 71.920 Open RCC RCC 2 x 5 8.40
13 73.135 Open SM RCC 2 x 5 8.40
14 76.535* Open RCC RCC 1 x 7 8.53
15 80.280* Open RCC RCC 2 x 5.8 16.99
16 81.070* Open RCC RCC 2 x 6.0 16.55
17 81.900* Open RCC RCC 5 x 4.0 16.40
18
83.350* Open SM Arch
Bridge
cum PUP
1 x 6.1 8.40
19 86.145* Open RCC RCC Slab 1 x 6.1 11.94
1.4.9 Existing VUP
Package 1:- Akola to Medshi
Sr. No. Location
Chainage Km
No. of Span
1 Akola 7+460 2x9.2m
1.4.10 Culverts
Package 1:- Akola to Medshi
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 11
There are 82 nos RCC pipe culverts, 5 nos slab culverts and 8 nos box culverts along the project
road.
(i) Pipe Culverts:
Sr. No. Existing Chainage (km) No.of Rows x
dia
Width of Culvert
(m)
1 5.350 1 x 1.000 12.5
2 5.735 1 x 0.900 12.5
3 7.735 1 x 1.000 12.5
4 7.820 1 x 0.900 12.5
5 8.520 3 x 0.900 17.5
6 8.770 1 x 0.900 12.5
7 8.980 3 x 1.200 12.5
8 9.600 3 x 1.200 15.3
9 9.920 1 x 0.600 12.5
10 10.000 1 x 1.200 12.5
11 10.275 2 x 0.900 17.5
12 10.450 1 x 0.800 12.5
13 10.765 2 x 1.000 14.32
14 11.100 1 x 1.000 17.5
15 11.275 1 x 0.450 10.0
16 11.430 2 x 1.000 12.5
17 11.700 1 x 0.300 12.5
18 11.870 2 x 1.500 13.0
19 12.080 1 x 0.300 9.95
20 12.310 3 x 1.000 13.5
21 12.460 1 x 0.300 10.3
22 12.915 3 x 1.000 16.94
23 13.120 2 x 1.000 17.41
24 14.400 1 x 0.600 11.3
25 14.905 1 x 1.000 12.5
26 15.070 1 x 0.900 19.61
27 15.390 2 x 1.000 9.3
28 15.615 2 x 1.000 14.75
29 16.460 2 x 0.900 11.88
30 16.590 1 x 0.900 11.82
31 16.855 1 x 0.900 10.44
32 18.000 1 x 0.900 11.82
33 18.055 1 x 0.800 12.7
34 18.110 1 x 0.900 12.48
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
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Sr. No. Existing Chainage (km) No.of Rows x
dia
Width of Culvert
(m)
35 18.225 1 x 0.900 12.53
36 18.565 1 x 0.800 12.32
37 18.970 2 x 0.900 12.42
38 19.020 1 x 1.000 12.50
39 19.660 1 x 0.900 15.39
40 20.100 1 x 1.000 14.80
41 20.790 1 x 0.800 12.63
42 21.330 1 x 0.800 13.03
43 21.590 1 x 1.000 16.44
44 22.075 1 x 1.000 12.44
45 22.435 2 x 0.800 12.36
46 23.015 1 x 0.800 12.47
47 23.171 1 x 1.000 12.66
48 23.415 1 x 0.800 12.54
49 24.400 1 x 0.800 18.33
50 24.645 2 x 0.800 15.21
51 26.170 1 x 0.800 23.00
52 28.065 1 x 0.900 11.68
53 28.225 1 x 0.900 25.20
54 28.745 1 x 0.900 12.74
55 28.825 1 x 0.900 23.77
56 29.925 2 x 1.000 12.74
57 30.250* 1x0.900 28.90
58 32.295* 1x0.900 11.35
59 32.515* 1x.800 10.06
60 33.295* 1x.900 11.55
61 33.550* 1x1.000 10.90
62 33.760* 2x.900 20.95
63 34.215 2 x 1.000 21.83
64 34.345 2 x 1.200 10.02
65 34.750 2 x 1.000 21.93
66 35.310 1 x 0.600 13.15
67 36.475 2 x 0.900 12.43
68 37.060 2 x 1.000 14.5
69 37.200 3 x 1.000 18.19
70 37.530 5 x 1.000 12.31
71 38.500 1 x 0.900 14.07
72 39.000 1 x 0.900 12.3
73 39.135 1 x 0.900 14.11
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
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Sr. No. Existing Chainage (km) No.of Rows x
dia
Width of Culvert
(m)
74 39.365 1 x 0.900 15.7
75 42.265 3 x 0.900 9.8
76 42.825 3 x 1.000 10.5
77 43.740 1 x 0.900 17.0
78 44.640 1 x 1.000 16.15
79 45.855 2 x 0.900 14.8
80 46.215 1 x 0.900 12.5
81 48.210* 2x.900 13.07
82 48.745* 2x1.000 16.18
Package 2:- Medshi to Washim
There are 25 nos RCC pipe culverts, 7 nos slab culverts and 2 nos box culverts along the project
road.
(i) Pipe Culverts:
Sr. No. Existing chainage (km) No.of Rows Width of Culvert (m)
1 52.035 1 x 0.900 11.15
2 52.540 1 x 0.900 12.07
3 53.520 1 x 1.000 14.99
4 55.305 1 x 0.900 10.77
5 55.460 1 x 1.200 12.50
6 56.100 2 x 1.000 20.16
7 56.550 2 x 1.000 16.47
8 56.770 1 x 1.000 12.50
9 Malegaon existing Bypass 2 x 1.200 20.15
10 Malegaon existing Bypass 2 x 1.000 27.50
11 Malegaon existing Bypass 1 x 0.750 17.44
12 59.975* 1x0.900 30.50
13 60.375* 1x0.900 9.60
14 60.500* 1x0.600 9.10
15 60.710* 1x0.900 15.80
16 62.480* 3x1.000 12.23
17 64.100 4 x 0.900 14.14
18 67.255 3 x 1.000 17.21
19 69.535 2 x 1.200 13.07
20 69.985 2 x 1.200 21.84
21 70.855 3 x 1.000 17.60
22 72.325 2 x 1.000 24.69
23 74.100 5 x 0.900 -
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
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Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 14
Sr. No. Existing chainage (km) No.of Rows Width of Culvert (m)
24 92.285 2 x 1.000 12.10
(ii) Box Culverts:
Package 1:- Akola to Medshi
Sr.No. Existing chainage
(km)
Type of
Culvert
Span Arrangement
(no.x span)
Width of Culvert
(m)
1 9.285 Slab 1 x 4.00 12.5
2 20.410 Box 1 x 5.000 12.12
3 22.625 Box 4 x 0.600 12.15 4 25.230 Box 1 x 0.900 + 1x0.600 14.12
5 25.360 Box 1 x 0.900 11.23 6 25.590 Box 1 x 0.600 11.71 7 26.390 Box 2 x 0.900 11.58 8 26.435 Box 1 x 0.500 11.14 9 26.770 Box 1 x 0.600 13.07
10 26.940 Slab 1 x 5.000 14.03 11 27.500 Slab 1 x 4.500 11.13 12 28.600 Slab 1 x 4.800 11.14
13 45.475 Slab 1 x 2.00 8.50
Package 2:- Medshi to Washim
Sr.No. Existing chainage
(km)
Type of
Culvert
Span Arrangement Width of Culvert
(m)
1 55.670 Box 1 x 0.600 9.77
2 79.235* Box 2 x 0.500 15.02
(iii) Slab Culverts :
Package 1:- Akola to Medshi
Sr.No. Existing chainage
(km)
Type of
Culvert
Span Arrangement
(no.x span)
Width of Culvert
(m)
1 9.285 Slab 1 x 4.00 12.5
2 20.410 Box 1 x 5.000 12.12
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 15
Sr.No. Existing chainage
(km)
Type of
Culvert
Span Arrangement
(no.x span)
Width of Culvert
(m)
3 22.625 Box 4 x 0.600 12.15 4 25.230 Box 1 x 0.900 + 1x0.600 14.12
5 25.360 Box 1 x 0.900 11.23 6 25.590 Box 1 x 0.600 11.71 7 26.390 Box 2 x 0.900 11.58 8 26.435 Box 1 x 0.500 11.14 9 26.770 Box 1 x 0.600 13.07
10 26.940 Slab 1 x 5.000 14.03 11 27.500 Slab 1 x 4.500 11.13 12 28.600 Slab 1 x 4.800 11.14
13 45.475 Slab 1 x 2.00 8.50
Package 2:- Medshi to Washim
Sr.No. Existing chainage
(km)
Type of
Culvert
Span
Arrangement
Width of Culvert (m)
1 59.550* Slab 1 x 4.500 8.80
2 77.135* Slab 1 x 4.700 8.60
3 77.605* Slab 3 x 1.000 20.01 4 82.760* Slab 1x3.000 8.47
5 86.800 Slab 1 x 4.500 8.52 6 87.590 Slab 1 x 4.500 8.64 7 89.200 Slab 1 x 3.000 11.53
(iv) Arch Culverts :
Package 1:- Akola to Medshi
Sr.No. Existing chainage
(km) Span Arrangement Width of Culvert (m)
1 12.755 2 x 1.750 12.5
2 45.175 2 x 2.5 17.0
1.4.11 Existing Junctions & Intersections
(i) Major Junctions
Package 1:- Akola to Medshi
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 16
The project has the following Major Junctions :-
Sr.No. Location /
Chainage (km)
Category of Cross
Road
Type of Junction
1 4.635 Old NH-6 Cross Junction
2 7.460 NH-53 Cross Junction
(underpass)
3 32.060 SH-198 Y Junction
Package 2:- Medshi to Washim
Sr.No. Location /
Chainage
(km)
At
grade
Separated Category of Cross Road
NH SH MDR Other
s
1 53.760 -
2 56.225 -
3 58.255 - SH-207
4 60.760 - SH-207
5 62.345* - SH-207
6 81.680* - SH-183
7 82.500* - SH-183
(i) Minor Junctions
Package 1:- Akola to Medshi
The details of minor junctions are as follows:
Sr. No.
Location /
Chainage (km)
Type of Junction Carriageway
Width (Jn) T-Junction Cross Road
1 7.265 Y-Junction - 5.5
2 8.510 T-Junction - 3.5
3 9.425
Cross-Junction 5.5
4 9.915 T-Junction - 3.5
5 11.735 T-Junction - 3.5
6 12.800 T-Junction - 3.5
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 17
Sr. No.
Location /
Chainage (km)
Type of Junction Carriageway
Width (Jn) T-Junction Cross Road
7 12.825 T-Junction - 3.5
8 15.355 T-Junction - 3.5
9 16.315 T-Junction - 3.5
10 16.900 Y-Junction - 3.5
11 18.390 T-Junction - 3.5
12 21.640 T-Junction - 3.5
13 24.850 T-Junction - 3.5
14 25.300 Y-Junction - 3.5
15 27.080 Y-Junction - 5.5
16 31.450 - Cross-Junction 3.5
17 34.950 Y-Junction - 3.5
18 36.875 Y-Junction - 3.5
19 41.285 T-Junction - 3.5
20 42.470 T-Junction - 3.5
21 42.890 T-Junction - 3.5
22 43.520 Y-Junction - 3.5
23 46.100 Y-Junction - 3.5
24 48.615 Y-Junction - 3.50
25 48.620 T-Junction - 3.50
26 48.910 T-Junction - 3.25
27 Medshi Bypass T-Junction - 3.5
Package 2:- Medshi to Washim
Sr. No.
Location /
Chainage (km)
Type of Junction
Carriageway Width (Jn) T-Junction Cross Road
1 51+325 Y-Junction 3.5
2 53+360 Y-Junction 3.5
3 56+225 Y-Junction 3.5
4 56+770 T-Junction 3.5
5 56+790 Y-Junction 3.5
6 57+155 T-Junction 3.5
7 65+045 T-Junction 3.5
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 18
Sr. No.
Location /
Chainage (km)
Type of Junction
Carriageway Width (Jn) T-Junction Cross Road
8 66+645 T-Junction 3.5
9 68+600 T-Junction 3.5
10 72+750 T-Junction 3.5
11 73+780 T-Junction 3.5
12 75+070 T-Junction 3.5
13 Washim Bypass
Cross-
Junction 3.5
14 Washim Bypass
Cross-
Junction 3.5
15 79+850*
Cross-
Junction 3.75
16 82+450*
Cross-
Junction 5.5/7m
17 83+085*
Cross-
Junction 5.5/7m
18 83+300* Y-Junction 3.75
19 84+090* T-Junction 7.5
20 87+465 T-Junction 3.5
21 87+545 Y-Junction 3.5
22 89+180 T-Junction 3.5
23 89+680 Y-Junction 3.5
24 90+820 T-Junction 3.5
25 93+785 T-Junction 3.5
1.4.12 Road Side Drainage
Package 1:- Akola to Medshi
The existing road does not have proper provision of longitudinal drains. Roadside drains exists at following
locations.
S.no Chainage (km) Side
Length (m)
From To
1 47.495 47.640 RHS 145
2 48.350 48.445 LHS 95
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 19
Package 2:- Medshi to Washim
Sr.
No.
Existing Chainage (km) Side
Length (m)
From To
1 61.240 61.760 RHS 520
2 61.260 61.780 LHS 520
3 80.285 80.465 LHS 180
4 82.170 82.610 Both 440
5 82.670 82.720 RHS 55
6 83.210 83.240 LHS 30
1.4.13 Truck Laybyes
There are no Truck Laybyes for truck parkingss along the Project Highway.
1.4.14 Bus Bays & Bus Shelters
There are no Bus Bays along the Project Highway. However, Bus Shelters at 13 locations.
1.4.15 Critical Sections / Sensitive Areas.
There are no sensitive areas or critical sections along the Project Highway.
2. Technical Engineering Alternatives & Improvement Proposals
The Project is proposed to be to be implemented in two Packages:
Package 1:- Akola to Medshi from existing Km 4.635 to Km 51.165(km. 0.000 to km. 47.700
design chainage)
Package 2:- Medshi to Washim from existing Km 51.165 to Km 93.921 (km. 47.700 to km.
92.200 design chainage)
2.1.1 Right of Way
Package 1:- Akola to Medshi (km. 0.000 to km. 47.700)
The Proposed ROW is 60 m for the project Highway. However, in built-up areas the ROW of 46.50m is
proposed to avoid demolition of structures.
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 20
Sr. No. Design Chainage Proposed
Width (m)
Remarks
From To
1 0000 1000 30m Existing NH
2 1000 6165 60m Existing NH
3 6165 6920 46.5m Existing NH
4 6920 7165 53.5m Existing NH
5 7165 8765 60m Existing NH
6 8765 9400 53.5m Existing NH
7 9400 9665 46.5 Existing NH
8 9665 11760 60m Existing NH
9 11760 11850 46.5m Existing NH
10 11850 16200 60m Existing NH
11 16200 16800 53.5m Existing NH
12 16800 16910 46.5m Existing NH
13 16910 18950 60m Existing NH
14 18950 19500
60m
Proposed
Realignment
15 19500 22400 60m Existing NH
16 22400 22600
60m
Proposed
Realignment
17 22600 23000 60m Existing NH
18 23000 23200
60m
Proposed
Realignment
19 23200 23800 60m Existing NH
20 23800 24000
60m
Proposed
Realignment
21 24000 25200 60m Existing NH
22 25200 31600 60m Proposed Bypass
23 31600 32405 60m Existing NH
24 32405 32760 46.5m Existing NH
25 32760 34350 60m Existing NH
26 34350 35800 45m Existing NH
27 35800 36570
45m
Proposed
Realignment
28 36570 37300 45m Existing NH
29 37300 42850 60m Existing NH
30 42850 43200
60m
Proposed
Realignment
31 43200 44400 60m Existing NH
32 44400 47500 60m Proposed Bypass
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 21
Sr. No. Design Chainage Proposed
Width (m)
Remarks
From To
33 47500 47700 60m Existing NH
Package 2:- Medshi to Washim (km. 47.700 to km. 92.200) The Proposed ROW is 60 m for the project Highway. However, in built-up areas the existing ROW of 43.5
m and 46.50m are proposed to avoid demolition of structures.
The following widening options are proposed for the Project Highway.
1. Widening to the Left/Right of the Existing Carriageway
2. Concentric Widening of Existing Carriageway:
3. Short Realignments for curve improvement.
4. Bypasses for congested built-up areas
The Summary of proposed Widening Scheme is given below:
Package 1:- Akola to Medshi (km. 0.000 to km. 47.700)
Proposals Design Length(Km)
Bypasses 9.500
Realignments for Curve Improvement 2.270
One side Widening 28.791
Concentric Widening 7.189
Total Design Length 47.700
Package 2:- Medshi to Washim (km. 47.700 to km. 92.200)
The Summary of proposed Widening Scheme is given below:
Proposals Design Length(Km)
Bypasses 15.925
Realignments for Curve Improvement 0.693
LHS Widening 16.659
RHS Widening 10.823
Concentric Widening 0.400
Total Design Length 44.500
Typical X-sections alongwith Chainage-wise details are attached as Appendix-1.
2.1.2 Bypasses
Package 1:- Akola to Medshi (km. 0.000 to km. 47.700)
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 22
The existing alignment of NH-161 passes through towns of Patur and Medshi where the present road
becomes narrower and there is a no space for further improvement. To reduce the demolition of built-up
structures, to avoid the problem of traffic congestion and ensure safe movement of vehicle, alternative
routes have been proposed in terms of bypasses to divert the traffic from town areas.
Based on Reconnaissance and detailed site surveys, the locations are finalized for alternative alignment
option study. Public Consultations have been held under the Chairmanship of SDO Civil Balapur for
bypasses and existing route alignments, the alignments have been finalized.
Sr.
No.
Name of Bypass Existing Chainage
(km)
Side w.r.t
Project
Alignment
Design Chainage (km) Length
(Km)
From To From To
1. Patur Town 29.900 34.200 RHS 25.200 31.600 6.400 km
2. Medshi Village 47.200 50.965 LHS 44.400 47.500 3.100 km
LOCATION OF PATUR BYPASS
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 23
LOCATION OF MEDSHI BYPASS
Package 2:- Medshi to Washim (km. 47.700 to km. 92.200) The existing alignment of NH-161 passes through towns of Medshi and Washim where the present road
becomes narrower and there is a no space for further improvement. To reduce the demolition of built-up
structures and to avoid the problem of traffic congestion and ensure safe movement of vehicle, alternative
routes have been proposed in terms of bypasses to divert the traffic from town areas.
Based on Reconnaissance and detailed site surveys, the locations are finalized for alternative alignment
option study. Public Consultations have been held under the Chairmanship of District Collector, Washim for
the proposed bypass alignments and the existing alignments, and after public consultations, the alignments
have been finalized.
Sr.
No.
Name of Bypass Existing Chainage (km) Side w.r.t
Project
Alignment
Design Chainage (km) Length
(Km) From To From To
1. Malegaon Town 61.000 63.600
LHS 57.130 60.725 3.595
2. Washim City 75.380 86.600 RHS 72.500 84.830 12.330
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 24
Malegaon Bypass
Washim Bypass
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 25
2.1.3 Realignments
Package 1:- Akola to Medshi (km. 0.000 to km. 47.700)
Short Realignments have been proposed at the following locations for curve improvement.
Sl.no. Existing Chainage (km) Design Chainage (Km) Length (m) Remarks
From To From To
1 23+600 24+160 18+950 19+500 550
Realignment for
Curve Improvement
2 27+080 27+300 22+400 22+600 200
Realignment for
Curve Improvement
3 27+700 27+900 23+000 23+200 200
Realignment for
Curve Improvement
4 28+500 28+700 23+800 24+000 200
Realignment for
Curve Improvement
5 38+400 39+340 35+800 36+570 770
Realignment for
Curve Improvement
6 45+600 46+000 42+850 43+200 350
Realignment for
Curve Improvement
Package 2:- Medshi to Washim (km. 47.700 to km. 92.200)
Realignment have been proposed at the following location.
Sr.
No.
Existing Chainage (km) Design Chainage (Km) Length Km Remarks
From To From To
1
57+665
Malegaon
Bypass
(Existing)
54+207 54+900 6.93 Realignment for
Curve Improvement
2.1.4 Service Road/ Slip Roads
In Built-up areas, service roads /slip Roads have been proposed on both sides as per site condition and
traffic pattern for facilitating cross road and local traffic movement.
(i) Service Roads
Package 1:- Akola to Medshi (km. 0.000 to km. 47.700)
Sr. No.
Design Chainage (km) Length (km) Carriageway
Width (m) Location
From To LHS RHS
1 1.000 3.925 2925 2925 7.5m HinganaMahispur
2 6.165 6.665 500 500 7.5m Chandur
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 26
Sr. No.
Design Chainage (km) Length (km) Carriageway
Width (m) Location
From To LHS RHS
3 9.400 9.665 265 265 7.5m Mahispur/Lakhanwada
4 11.625 11.850 225 225 7.5m Kapsi
5 16.000 16.200 200 200 7.5m Chikalgaon
6 16.800 17.100 300 300 7.5m Chikalgaon
7 32.405 32.760 355 355 7.5m Bhodka
Package 2:- Medshi to Washim (km. 47.700 to km. 92.200)
Sr.
No.
Design Chainage (km) Length (m) Carriageway
Width (m)
Location
From To LHS RHS
1 62.400 62.750 350 350 7.5m Amanigaon
2 68.300 68.425 125 125 7.5m Saver Gaon
(ii) Slip Roads
Package 1:- Akola to Medshi (km. 0.000 to km. 47.700)
Sr.No. Design Chainage Length (m) Carriageway
width (m) Location
From To LHS RHS
1 3.925 4.875 950 950 7.5m HinganaMahispur/ Somthana
2 6.665 7.450 785 785 7.5m Chandur
3 8.765 9.400 635 635 7.5m Mahispur
4 16.200 16.800 600 600 7.5m Chikhalgaon
5 20.750 21.400 650 650 7.5m Nandkhed/Sirla
6 11.850 12.525 675 675 7.5m Kapsi
7 25.000 25.875 875 875 7.5m JiraitPatur/ Bagaitpur
8 26.650 27.650 1000 1000 7.5m AmraiPatur
9 30.750 31.700 950 950 7.5m AmraiPatur/ Bagaitpur/Bodkha
10 37.975 38.725 750 750 7.5m Chinchkhed/Malrajura/ Sawarkhed
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
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Sr.No. Design Chainage Length (m) Carriageway
width (m) Location
From To LHS RHS
11 46.050 47.125 1075 1075 7.5m Medshi-Bramhanwada
Package 2:- Medshi to Washim (km. 47.700 to km. 92.200)
Sr.
No.
Design Chainage (km) Length (m) Carriageway
width (m) Location
From To LHS RHS
1 49.800 50.575 775 775 7.5m Bramhanwada
2 54.175 55.250 1075 1075 7.5m Davi
3 56.825 57.330 505 505 7.5m Nangardas
4 60.000 60.825 825 825 7.5m Malegaon
5 61.825 62.400 575 575 7.5m Amani
6 65.225 65.775 550 550 7.5m Zodga Bk
7 68.425 68.975 550 550 7.5m Savergaon Barde
8 72.000 73.550 1550 1550 7.5m Washim Bypass
9 74.525 75.350 825 825 7.5m Washim Bypass
10 78.100 79.300 1200 1200 7.5m Washim Bypass
11 80.650 81.750 1100 1100 7.5m Washim Bypass
12 82.600 83.020 420 420 7.5m Washim Bypass
13 83.084 83.720 635 635 7.5m Washim Bypass
14 84.175 87.300 3125 3125 7.5m Washim Bypass
15 87.300 88.200 900 900 7.5m Dhumka Junction
2.1.5 Pavement Composition
Flexible Pavement
The existing pavement is mainly flexible. The CBR values of Borrow Area Soils is >8%, it is proposed
to adopt a minimum design CBR of 8% for new pavement design as per clause 5.1 of IRC:37 – 2012.
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 28
The Pavement Design Thickness as per IRC : 37 – 2012 for various sections are :
Section CBR
(%)
Desig
n
CMSA
Sub-base and
Base Course
Thickness (mm)
Wearing & Binding
Course Thickness
(mm)
Total
Thickness
(mm) GSBC WMM DBM BC
Km 4.635 – Km 29.900 8 % 20 200 250 85 40 575
Km 29.900 – Km 51.165 8 % 60 200 250 105 40 595
Km 51.165 – Km 52.200 8 % 60 200 250 105 40 595
Km 52.200 – 76.600 8 % 70 200 250 105 40 595
Km 76.600 – Km 93.921 8 % 50 200 250 100 40 590
Rigid Pavement
The rigid pavement design for various sections is as under:
Section Chainage
New Pavement (mm)
GSB DLC PQC Total
Thickness
Package-I
Existing Km Km 4.635 – Km
29.900 150 150 310 610
Existing Km 29.900 – Km
51.165
(Design Chainage 0.000 to
47.700)
150 150 320 620
Package-2
Existing Km 51.165 – Km
93.921
Design Km 47.700 to Km
92.200
150 150 320 620
As per Minutes of the meeting dated, 28th September, 2015, chaired by Hon’ble Minister, (Road Transport & Highways), Govt. of India issued vide IAHE letter no.IAHE/DPR/Tech-Review/Ongoing/ 24/2015-16
dated 06th November, 2015 Rigid Pavement has been proposed for the Main carriageway, service roads,
and slip roads, bus bays and toll plaza locations.
During the meeting with PD, PIU NHAI for review of the Technical Schedules and cost estimates, it was
decided by the NHAI to adopt the following pavement composition for main carriageway, bus bays and toll
plaza locations, due to cost consideration.
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 29
(i) Main carriageway
New Pavement (mm)
GSB DLC PQC Total Thickness
(mm)
150 150 300 600
(ii) Service Roads/Slip Roads
Length (km)
New Pavement (mm)
GSB DLC PQC Total Thickness
(mm)
150 150 150 200 500
2.1.6 Cross Drainage Structures
The existing bridges in good condition are retained, some of them are required to be widened to 3
Lane and a new 3-Lane bridge shall be proposed at the same location on new carriageway. The old
and narrow bridges and bridges constructed in masonry are proposed to be reconstructed with 6-
Lane. New bridges are proposed at bypasses where required. The Bridge-wise Improvement proposal
are given below:
1. Major Bridges
Sr. No. Existing
Chainage
(km)
Design
Chainage
(km)
Type of Structure Span Arrangement
(m) Overall
Width (m)
1 Medshi
bypass
44+875 PSC /T Beam
5x25.0
2x16m
2. Minor Bridges
Package 1:- Akola to Medshi (km. 0.000 to km. 47.700)
(i) Widening of Existing Bridge:
S.
N.
Existing Chainage
(km)
Span Arrangement
Nos x span (m)
Type of Structure Carriageway width
Existing Proposed Existing Proposed Existing Proposed Main
Highway
(m)
Service
Road
(m)
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 30
S.
N.
Existing Chainage
(km)
Span Arrangement
Nos x span (m)
Type of Structure Carriageway width
Existing Proposed Existing Proposed Existing Proposed Main
Highway
(m)
Service
Road
(m)
1 37.975 35+380 2 x 7.0 2 x 7.0 SM/RCC RCC Box 2x13 -
(ii) Existing Bridges are to be reconstructed:
S.
N.
Existing Chainage
(km)
Span Arrangement
Nos x span (m)
Type of Structure Overall width
Existing Proposed Existing Proposed Existing Proposed Main
Highway
(m)
Service/
Slip
Road
(m)
1 13.280 8+645 2 x 5 2 x 5.0 Stone
Masonary
RCC Box 2x16 -
2 17.045 12+405 1 x 6.5 1 x 6.5 Arch RCC Box 2x14.5 2x10.8
3 22.290 17+650 3 x 2.5 1 x 8.0 Arch RCC Box 2x16 -
4 27.300 22+625 2 x 4 1 x 8.0 Arch RCC Box 2x16 -
5 29.085 24+385 5 x 2.4 2 x 7.0 Stone
Masonary/
Arch
RCC Box 2x16 -
6 29.340 24+635 2 x 4.7 2 x 5.0 Stone
Masonary/
Arch
RCC Box 2x16 -
7 35.595 33+005 2 x 3 1 x 7.0 Stone
Masonary/
Arch
RCC Box 2x16 -
8 36.050 33+465 2 x 4 1 x 8.0 Stone
Masonary/
Arch
RCC Box 2x16 -
9 47.100 44+310 2 x 5.4 2 x 6.0 Stone
Masonary/
Arch
RCC Box 2x16 -
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 31
(ii) New Bridges :
S.
N.
Location Design
Chainage
(km)
Span
Arrangement
Nos x span (m)
Type of
Structure
Overall width (m)
Main
Carriageway
Service
Road
1 Patur Bypass 25+520 1 x 8.00 RCC Box 2x14.5 2x10.8
2 Patur Bypass 26+285 2 x 12.50 RCC T-beam 2x16 -
3 Patur Bypass 31+100 2 x 12.50 RCC T-beam 2x14.5 2x10.8
Package 2:- Medshi to Washim (km. 47.700 to km. 92.200)
Summary of Minor Bridges :
i) Retain with repairs and rehabilitation : 1 no.
ii) Widening and new additional bridges : 4 no.
iii) Reconstruction +Service road bridges : 5 no.
iv) New construction : 4 Nos.
i) Existing Bridges to be retained and Additional New 3-Lane Bridge Proposed: S.
N.
Existing Chainage
(km)
Span Arrangement
Nos x span (m)
Type of Structure Overall width
Existing Proposed Existing Proposed Existing Proposed Main
Highway
(m)
Service
Road
(m)
1 66.480 63+615 3 x 5.7 3 x 5.7 RCC RCC Box 2x16 -
ii) Existing Bridge to be widened and New 3-Lane Bridge Proposed
S.
N.
Existing Chainage (km) Span Arrangement
Nos x span (m)
Type of Structure Carriageway width
Existing Proposed Existing Proposed Existing Proposed Main
Carriage
way
Service
/Slip
Road
1 66.180 63+315 3 x 6.0 3 x 6.0 RCC RCC Box 2x16 -
2 67.530 64+665 2 x 6.7 2 x 6.7 RCC RCC Box 2x16 -
3 71+920 69+040 2 x 5 2x5 RCC RCC Box 2x21 -
4 73+135 70+260 2 x 5 2x5.00 RCC RCC Box 2x16 -
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 32
iii) Existing Bridges are to be reconstructed and New 3-Lane Bridge proposed.
Sr.
N.
Existing Chainage (km) Span Arrangement
Nos x span (m)
Type of Structure Overall width
Existing Proposed Existing Proposed Existing Proposed Main
Highway
(m)
Service/
Slip
Road
(m)
1 57.665 54+200 3 x 4.6 3 x 4.6 Stone
Masonary
RCC Box 2x14.5 2x10.8
2 (Malegaon
bypass)
54+965 3 x 7 2 x 11.0 RCC RCC T beam 2x14.5 2x10.8
3 (Malegaon
bypass)
57+100 2 x 4.2 1 x 10.0 RCC RCC solid
slab
2x14.5 2x10.8
4 64.900 62+040 3 x 8 2 x 12.0 RCC RCC T-beam 2x14.5 2x10.8
5 68.630 65+760 3x5.5 3x5.5 RCC RCC Box 2x14.5 2x10.8
(ii) New bridges at the following locations on the Project Highway shall be constructed.
S.
N.
Location Design
Chainage
(km)
Span
Arrangeme
nt
Nos x span
(m)
Type of
Structure
Overall width (m)
Main
Carriageway
Service
Road
1 Washim
bypass 76+500 2 x 5.00
RCC Box 2x16m -
2 Washim
bypass 77+070 2 x 5.00
RCC Box 2x16m -
3 Washim
bypass 79+290 1 x 10.00
RCC Solid
Slab
2x14.5m 2x10.8
4 Washim
bypass 80+590 2 X 5.00
RCC Box 2x16m 2x10.8
3. Culverts:
The summary of Improvement Proposal of existing culverts (structure-wise) are given below:
Total No. Culverts : 238 Nos.
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 33
Reconstruction:
Pipe to Box : 56 Nos.
Slab to Box : 3 Nos
Arch to Box : 2 Nos
Box to Box : 8 Nos
New Construction : 86Nos
Widening of Existing Culverts :
Pipe Culverts : 37Nos
Slab + Box : 5 Nos
Box Culverts : 1
Box culverts at Junction: 40 Nos.
Reconstruction of Existing Culverts:
(i) Details of Pipe Culvert to be re-constructed as Box culverts:-
Sr. No. Location
(km)
Span Arrangement
(No. x Length)
(m)
Design
Chainage
Span
Arrangement
(horizontal clear
span x vertical ht.)
Width
(m)
1 5+350 1 x 1.000 0+715 1.50 x 1.50 34.0
2 5+735 1 x 0.900 1+100 1.50 x 1.50 28.0
3 7+735 1 x 1.000 3+105 1.50 x 1.50 28.0
4 7+820 1 x 0.900 3+190 1.50 x 1.50 28.0
5 8+520 3 x 0.900 3+900 3.00 x 2.00 28.0
6 8+770 1 x 0.900 4+140 1.50 x 1.50 28.0
7 9+920 1 x 0.600 5+290 1.50 x 1.50 28.0
8 10+275 2 x 0.900 5+640 2.00 x 2.00 28.0
9 10+450 1 x 0.800 5+820 1.50 x 1.50 28.0
10 11+275 1 x 0.450 6+640 1.50 x 1.50 45.0
11 11+700 1 x 0.300 7+065 1.50 x 1.50 45.0
12 12+080 1 x 0.300 7+435 1.50 x 1.50 28.0
13 12+460 1 x 0.300 7+825 1.50 x 1.50 28.0
14 14+400 1 x 0.600 9+765 1.50 x 1.50 45.0
15 15+070 1 x 0.900 10+430 1.50 x 1.50 28.0
16 16+460 2 x 0.900 11+820 2.00 x 2.00 45.0
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 34
Sr. No. Location
(km)
Span Arrangement
(No. x Length)
(m)
Design
Chainage
Span
Arrangement
(horizontal clear
span x vertical ht.)
Width
(m)
17 16+590 1 x 0.900 11+950 1.50 x 1.50 50.0
18 16+855 1 x 0.900 12+220 1.50 x 1.50 57.0
19 18+000 1 x 0.900 13+360 1.50 x 1.50 28.0
20 18+055 1 x 0.800 13+415 1.50 x 1.50 28.0
21 18+110 1 x 0.900 13+470 1.50 x 1.50 28.0
22 18+225 1 x 0.900 13+590 1.50 x 1.50 28.0
23 18+565 1 x 0.800 13+925 1.50 x 1.50 28.0
24 18+970 2 x 0.900 14+330 2.00 x 2.00 28.0
25 19+660 1 x 0.900 15+045 1.50 x 1.50 28.0
26 20+790 1 x 0.800 16+150 1.50 x 1.50 34.0
27 21+330 1 x 0.800 16+690 1.50 x 1.50 50.0
28 22+435 2 x 0.800 17+800 1.50 x 1.50 28.0
29 23+015 1 x 0.800 18+375 1.50 x 1.50 28.0
30 23+415 1 x 0.800 18+785 1.50 x 1.50 28.0
31 24+400 1 x 0.800 19+735 1.50 x 1.50 28.0
32 24+645 2 x 0.800 19+985 2.00 x 2.00 28.0
33 26+170 1 x 0.800 21+500 1.50 x 1.50 28.0
34 28+065 1 x 0.900 23+370 1.50 x 1.50 28.0
35 28+225 1 x 0.900 23+540 1.50 x 1.50 28.0
36 28+745 1 x 0.900 24+050 1.50 x 1.50 28.0
37 28+825 1 x 0.900 24+125 1.50 x 1.50 28.0
38 34+215 2 x 1.000 31+625 2.00 x 2.00 56.0
39 34+345 2 x 1.200 31+750 2.00 x 2.00 36.0
40 34+750 2 x 1.000 32+155 2.00 x 2.00 28.0
41 35+310 1 x 0.600 32+720 1.50 x 1.50 45.0
42 36+475 2 x 0.900 33+885 2.00 x 2.00 30.0
43 38+500 1 x 0.900 35+910 1.50 x 1.50 28.0
44 39+000 1 x 0.900 36+285 1.50 x 1.50 28.0
45 39+135 1 x 0.900 36+375 1.50 x 1.50 28.0
46 39+365 1 x 0.900 36+610 1.50 x 1.50 28.0
47 42+265 3 x 0.900 39+510 3.00 x 2.00 28.0
48 43+740 1 x 0.900 40+980 1.50 x 1.50 28.0
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 35
Sr. No. Location
(km)
Span Arrangement
(No. x Length)
(m)
Design
Chainage
Span
Arrangement
(horizontal clear
span x vertical ht.)
Width
(m)
49 45+855 2 x 0.900 43+070 2.00 x 2.00 28.0
50 46+215 1 x 0.900 43+430 1.50 x 1.50 28.0
51 52+035 1 x 0.900 48+570 1.50 x 1.50
Upto
Roadwa
y Width
52 52+540 1 x 0.900 49+075 1.50 x 1.50
53 55+305 1 x 0.900 51+845 1.50 x 1.50
54
Malegaon
Bypass 1 x 0.750 56+060 1.50 x 1.50
55 64+100 4 x 0.900 61+230 4.00 x 2.50
56 74+100 5 x 0.900 71+220 5.00 x 2.00
(ii) Details of Slab Culvert to be re-constructed as Box Culvert:-
Sr.
No.
Location
(km)
Type of
Structures
(Pipe, Slab
Box, Arch)
Span Arrangement
and Total Vent
way (No. x
Length) (m)
Design
Chainage
Span
Arrangement (m) (horizontal span x
vertical height)
Tentati
ve
Width
(m)
1 9+285 Slab 1 x 4.00 4+650 4.00 x 2.50 28.0
2 26+940 Slab 1 x 5.000 22+270 5.00 x 3.00 28.0
3 45+475 Slab 1 x 2.00 42+720 2.00 x 2.00 28.0
(iii) Details of Box Culvert to be re-constructed as Box Culvert:-
Sr.
No.
Location
(km)
Span Arrangement
and Total Ventway
(No. x Length)
(m)
Design
Chainage
Span
Arrangement (m) (horizontal span x vertical
height)
Tentative
Width (m)
1 22+625 4 x 0.600 17+985 4.00 x 2.50 28.0
2 25+230 1 x 0.900 +
1x0.600 20+565 2.00 x 2.00 28.0
3 25+360 1 x 0.900 20+695 1.50 x 1.50 28.0
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 36
Sr.
No.
Location
(km)
Span Arrangement
and Total Ventway
(No. x Length)
(m)
Design
Chainage
Span
Arrangement (m) (horizontal span x vertical
height)
Tentative
Width (m)
4 25+590 1 x 0.600 20+920 1.50 x 1.50 28.0
5 26+390 2 x 0.900 21+725 2.00 x 2.00 28.0
6 26+435 1 x 0.500 21+770 1.50 x 1.50 28.0
7 26+770 1 x 0.600 22+105 1.50 x 1.50 28.00
8 55+670 1 x 0.600 52+210 1.50 x 1.50
Upto
Roadway
Width
(iv) Details of Arch Culvert to be re-constructed as Box Culvert:-
Sr.No. Existing
Chainage (Km)
Design
Chainage (Km) Span Arrangement (m) (horizontal span x vertical height)
Tentative Width
(m)
1 12+755 8+125 2.00 x 2.00 30.0
2 45+175 42+410 5.00 x 3.00 28.0
Widening of existing culverts The existing culverts in good condition shall be widened to the roadway width, after repairs and rehabilitation.
(i) Details of Pipe Culvert to be widened and rehabilitated:-
Sr.
No.
Location (km) Span
Arrangement
and Total
Ventway (No.
x Length) (m)
Design
Chainage
Span
Arrangement
(no.x dia)
Tentative
Width (m)
1 8+980 3 x 1.200 4+350 3 x 1.200 17.5
2 9+600 3 x 12.00 4+960 3 x 1.200 14.7
3 10+000 1 x 1.200 5+365 1 x 1.200 17.5
4 10+765 2 x 1.000 6+130 2 x 1.000 15.68
5 11+100 1 x 1.000 6+465 1 x 1.000 27.5
6 11+430 2 x 1.000 6+795 2 x 1.000 32.5
7 11+870 2 x 1.500 7+235 2 x 1.500 35.0
8 12+310 3 x 1.000 7+675 3 x 1.000 16.5
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 37
Sr.
No.
Location (km) Span
Arrangement
and Total
Ventway (No.
x Length) (m)
Design
Chainage
Span
Arrangement
(no.x dia)
Tentative
Width (m)
9 12+915 3 x 1.000 8+285 3 x 1.000 13.06
10 13+120 2 x 1.000 8+490 2 x 1.000 12.59
11 14+905 1 x 1.000 10+270 1 x 1.000 17.5
12 15+390 2 x 1.000 10+745 2 x 1.000 25.7
13 15+615 2 x 1.000 10+975 2 x 1.000 20.25
14 19+020 1 x 1.000 14+380 1 x 1.000 17.5
15 20+100 1 x 1.000 15+465 1 x 1.000 15.2
16 21+590 1 x 1.000 16+950 1 x 1.000 13.56
17 22+075 1 x 1.000 17+435 1 x 1.000 17.56
18 23+171 1 x 1.000 18+490 1 x 1.000 17.34
19 29+925 2 x 1.000 25+225 2 x 1.000 43.26
20 37+060 2 x 1.000 34+475 2 x 1.000 25.50
21 37+200 3 x 1.000 34+605 3 x 1.000 11.81
22 37+530 5 x 1.000 34+930 5 x 1.000 17.69
23 42+825 3 x 1.000 40+065 3 x 1.000 19.50
24 44+640 1 x 1.000 41+875 1 x 1.000 13.85
25 53+520 1 x 1.000 50+055 1 x 1.000 Upto
Roadway
width
26 55+460 1 x 1.200 51+995 1 x 1.200
27 56+100 2 x 1.000 52+635 2 x 1.000
28 56+550 2 x 1.000 53+090 2 x 1.000
29 56+770 1 x 1.000 53+290 1 x 1.000
30 Malegaon
Existing Bypass 2 x 1.200 55+000 2 x 1.200
31 Malegaon
Existing Bypass 2 x 1.000 55+025 2 x 1.000
32 67+255 3 x 1.000 64+385 3 x 1.000
33 69+535 2 x 1.200 66+665 2 x 1.200
34 69+985 2 x 1.200 67+120 2 x 1.200
35 70+855 3 x 1.000 67+990 3 x 1.000
36 72+325 2 x 1.000 69+455 2 x 1.000
37 92+285 2 x 1.000 90+570 2 x 1.000
(ii) Details of Box Culvert to be widened and rehabilitated:-
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 38
Sr.
No.
Existing
Chainage
(Km)
Design
Chainage
(Km)
Span
Arrangement (m) (horizontal span x vertical height)
Tentative
Width (m)
1 20+410 15+775 5.00 x3.00 17.88
(iii) Details of Slab Culvert to be rehabilitated plus widened with Box:
Sr.
No.
Existing
Chaina
ge
(Km)
Design
Chainage
(Km)
Span
Arrangement (m) horizontal span x vertical height)
Tentative
Width (m)
Structure for
Widening
1 27+500 22+815 4.50 x 2.50 18.87 Box
2 28+600 23+910 5.00 x 3.00 18.86 Box
3 86+800 85+090 4.50 x 3.00 48.48
Upto roadway
width 4 87+590 85+855 4.50 x 3.00 23.36
5 89+200 87+470 3.00 x 2.00 21.47
New Box Culverts
(iv) New Box culverts shall be constructed at the following locations:
Package 1:- Akola to Medshi (km. 0.000 to km. 47.700)
Sr.
No. Location (km)
Design
Chainage
Span
Arrangement (m) (horizontal span x
vertical height)
Tentative Width
(m)
1 On existing road 1+500 2.00 x 2.00 30
2 On existing road 2+325 2.00 x 2.00 30
3 On existing road 19+200 2.00 x 2.00 30
4 Patur Bypass 25+790 3.00 x 2.00 56
5 Patur Bypass 26+060 3.00 x 2.00 28
6 Patur Bypass 26+600 3.00 x 2.00 30
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 39
Sr.
No. Location (km)
Design
Chainage
Span
Arrangement (m) (horizontal span x
vertical height)
Tentative Width
(m)
7 Patur Bypass 26+920 3.00 x 2.00 56
8 Patur Bypass 27+115 3.00 x 2.00 56
9 Patur Bypass 27+430 3.00 x 2.00 56
10 Patur Bypass 27+740 3.00 x 2.00 28
11 Patur Bypass 27+960 3.00 x 2.00 28
12 Patur Bypass 28+300 3.00 x 2.00 28
13 Patur Bypass 28+620 3.00 x 2.00 28
14 Patur Bypass 28+750 3.00 x 2.00 28
15 Patur Bypass 28+870 3.00 x 2.00 28
16 Patur Bypass 29+370 3.00 x 2.00 28
17 Patur Bypass 30+100 3.00 x 2.00 28
18 Patur Bypass 30+580 3.00 x 2.00 28
19 On existing road 37+350 2.00 x 2.00 30
20 On existing road 38+300 3.00 x 2.00 28
21 Medshi Bypass 44+580 3.00 x 2.00 32
22 Medshi Bypass 44+735 5.00 x 2.00 28
23 Medshi Bypass 45+160 3.00 x 2.00 28
24 Medshi Bypass 45+490 3.00 x 2.00 28
25 Medshi Bypass 45+625 3.00 x 2.00 28
26 Medshi Bypass 45+920 3.00 x 2.00 28
27 Medshi Bypass 46+160 3.00 x 2.00 50
28 Medshi Bypass 46+500 3.00 x 2.00 50
29 Medshi Bypass 46+840 3.00 x 2.00 50
30 Medshi Bypass 47+120 3.00 x 2.00 50
Package 2:- Medshi to Washim (km. 47.700 to km. 92.200)
SI.
No.
Location (km) Design Chainage Span
arrangement
(No.xSpan)
Width (m)
1 On Existing road 47+900 2.00 x 2.00 Upto roadway
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 40
SI.
No.
Location (km) Design Chainage Span
arrangement
(No.xSpan)
Width (m)
2 Malegaon Existing Bypass 54+290 3.00 x 2.00 width
3 Malegaon Existing Bypass 54+470 3.00 x 2.00
4 Malegaon Existing Bypass 54+550 3.00 x 2.00
5 On Existing road 56+775 2.00 x 2.00
6 Malegaon Bypass 57+400 3.00 x 2.00
7 Malegaon Bypass 57+640 3.00 x 2.00
8 Malegaon Bypass 57+910 3.00 x 2.00
9 Malegaon Bypass 58+230 3.00 x 2.00
10 Malegaon Bypass 58+620 3.00 x 2.00
11 Malegaon Bypass 58+790 3.00 x 2.00
12 Malegaon Bypass 59+030 3.00 x 2.00
13 Malegaon Bypass 59+320 3.00 x 2.00
14 Malegaon Bypass 59+470 3.00 x 2.00
15 Malegaon Bypass 59+750 3.00 x 2.00
16 Malegaon Bypass 60+000 3.00 x 2.00
17 Malegaon Bypass 60+180 3.00 x 2.00
18 Malegaon Bypass 60+440 3.00 x 2.00
19 Malegaon Bypass 60+600 3.00 x 2.00
20 On Existing road 70+675 2.00 x 2.00
21 On Existing road 72+000 3.00 x 2.00
22 Washim Bypass 72+740 3.00 x 2.00
23 Washim Bypass 72+980 3.00 x 2.00
24 Washim Bypass 73+160 3.00 x 2.00
25 Washim Bypass 73+380 3.00 x 2.00
26 Washim Bypass 73+640 3.00 x 2.00
27 Washim Bypass 73+850 3.00 x 2.00
28 Washim Bypass 74+210 3.00 x 2.00
29 Washim Bypass 74+350 3.00 x 2.00
30 Washim Bypass 74+600 3.00 x 2.00
31 Washim Bypass 75+120 3.00 x 2.00
32 Washim Bypass 75+510 3.00 x 2.00
33 Washim Bypass 75+700 3.00 x 2.00
34 Washim Bypass 75+975 3.00 x 2.00
35 Washim Bypass 76+260 3.00 x 2.00
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 41
SI.
No.
Location (km) Design Chainage Span
arrangement
(No.xSpan)
Width (m)
36 Washim Bypass 76+760 3.00 x 2.00
37 Washim Bypass 77+325 3.00 x 2.00
38 Washim Bypass 77+930 3.00 x 2.00
39 Washim Bypass 78+200 3.00 x 2.00
40 Washim Bypass 78+650 3.00 x 2.00
41 Washim Bypass 78+945 3.00 x 2.00
42 Washim Bypass 79+700 3.00 x 2.00
43 Washim Bypass 80+050 3.00 x 2.00
44 Washim Bypass 80+225 3.00 x 2.00
45 Washim Bypass 80+945 3.00 x 2.00
46 Washim Bypass 81+345 3.00 x 2.00
47 Washim Bypass 82+000 3.00 x 2.00
48 Washim Bypass 82+305 3.00 x 2.00
49 Washim Bypass 82+930 3.00 x 2.00
50 Washim Bypass 83+270 3.00 x 2.00
51 Washim Bypass 83+720 3.00 x 2.00
52 Washim Bypass 84+075 3.00 x 2.00
53 Washim Bypass 84+465 3.00 x 2.00
54 On Existing road 86+720 2.00 x 2.00
55 On Existing road 89+120 2.00 x 2.00
56 On Existing road 91+645 2.00 x 2.00
The width of culverts shall be for the complete roadway width.
Culverts at Junctions:
For cross drainage, RCC Box culverts are proposed, where drains are not provided. Details of
locations are given below:
Sl.no. Design Chainage (Km) Type of Junction
1 2625 Y
2 3880 T
3 4790 X
4 5280 T
5 7135 T
6 8165 T
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 42
Sl.no. Design Chainage (Km) Type of Junction
7 8190 T
8 10720 T
9 11680 T
10 13750 T
11 17000 T
12 20190 T
13 20635 Y
14 22135 Y
15 22410 Y
16 32360 Y
17 34295 Y
18 38530 T
19 39710 T
20 40130 T
21 40755 Y
22 43300 Y
23 44560 Y
24 44650 T
25 47340 Y
26 47860 Y
27 49900 Y
28 52765 Y
29 53305 T
30 53335 Y
31 53690 T
32 63770 T
33 69870 T
34 70900 T
35 85745 T
36 85825 Y
37 87460 Y
38 87945 Y
39 89100 T
2.1.7 Grade Separated Structures
A. Flyovers
Sr.No Design
Chainage
(Km)
Type of
Junction
Carriageway
(Junction)
Span
arrangement
No x Span (m)
Total Width of
the structure (m)
1 25+385 T-Junction 7m 1x25 2x14.5
2 27+255 Cross-Junction 7m 1x30 2x14.5
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 43
Sr.No Design
Chainage
(Km)
Type of
Junction
Carriageway
(Junction)
Span
arrangement
No x Span (m)
Total Width of
the structure (m)
3 31+390 T-Junction 7m 1x25 2x14.5 4 54+655 T-Junction 7m 1x30 2x14.5 5 57+145 Cross-Junction 7m 1x30 2x14.5 6 60+520 T-Junction 7m 1x25 2x14.5
7 72+650 T-Junction 7m 1x25 2x14.5
8 78+495 Cross Junction 7m 1x30 2x14.5
9 84+670 T-Junction 7m 1x25 2x14.5
B. Vehicular Underpasses
Sr. No. Design Chainage
(Km)
Name of Intersecting
Roads
Span Arrangement(No. x
Span (m)
1 12+195 Kapshi Fata 1x15x5.5 m
2 46+780 Medshi Bypass 1x15 x5.5m
3 50+300 Rajura/Ridhora 1x15x5.50
4 74+930 Washim/ Shirpur 1x15x5.50
5 81+170 Washim bypass 1x15x5.50
C. Vehicular Underpass (Grade-II)
Sr. No. Design Chainage (Km) Name of Intersecting
Roads
Span Arrangement(m)
(No.X Span)
1 4+340 Akola 1x 12 x4.5 m
2 7+130 Hingana Barling 1x 12x4.5 m
3 9+170 Lakhanwada 1x 12 x4.5 m
4 16+600 Chikhalgaon 1x 12x4.5 m
5 21+100 - 1x 12x4.5 m
6 28+645 Gulshan Colony/ Malkapur 1x 12x4.5 m
7 38+465
- 1x 12x4.5 m
8 58+440 Malegaon/Borgaon 1x 12 x 4.50 (Clear ht.)
9 62+230 Amanigaon 1x 12 x 4.50 (Clear ht.)
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 44
Sr. No. Design Chainage (Km) Name of Intersecting
Roads
Span Arrangement(m)
(No.X Span)
10 65+555 Zodaga Bk. 1x 12 x 4.50 (Clear ht.)
11 68+605 Savargaon 1x 12 x 4.50 (Clear ht.)
12 77+630 Washim/Walki Jahangir 1x 12 x 4.50 (Clear ht.)
13 79+900 Jambharun
Bite/JambharunDharmaji
(Washim Bypass)
1x 12 x 4.50 (Clear ht.)
14 87+950 Kalgaon 1x 12 x 4.50 (Clear ht.)
D. Existing Vehicular Underpass/ ROB
Package 1:- Akola to Medshi (km. 0.000 to km. 47.700)
Sr. No.
Chainage (Km)
Location
Remarks Existing Design
1 7+460 2+825 Akola
Integration of service
roads of NH-161 and
old NH-6 shall be
done along with
improvements of
Junction as a whole at
the existing level.
Package 2:- Medshi to Washim (km. 47.700 to km. 92.200) A railway level crossing (single line) in Km 84+320 at Washim ( on Akola-Hingoli railway line) crosses the
Project Road. An ROB of span arrangement given below is proposed at the location where the Washim
Bypass crosses the Railway Line.
Sr.
No.
Location
Existing
Chainage
(Km)
Design
Chainage
(Km)
Name of
Level
crossing
Tentative span
arrangement
(m)
(No.XSpan)
Total
length
(m)
Total width of
the structure
(m)
1 Washim Washim
Bypass
83+052 - (1x14.058+
36+1x14.058)
64.12
m
2x16m
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 45
2.1.8 Junctions and Intersections
Provision of flyovers, PUPs, VUPs is proposed at the major junctions, as stated above. The existing
intersections/junctions, which are deficient with respect to the minimum requirements, shall be improved
as per provisions in IRC:SP:84-2014 and other relevant specifications of IRC: SP:41 and Standard drawings
of Intersections issued by the MoRT&H.
At-Grade Intersections
(i) Major Intersections
Package 1:- Akola to Medshi (km. 0.000 to km. 47.700)
Sl
No. Design
Chainage
(Km)
Type of
Intersection
Category Remarks
1 0.000 Cross-Junction NH-6 (old) Jalgaon/Nagpur
Package 2:- Medshi to Washim (km. 47.700 to km. 92.200)
Sr.No. Design
Chainage
Type of
Junction Location
Carriageway
width Remarks
1 60+520 T-Junction RHS 7.0m Malegaon Bypass End
2 72+645 T-Junction LHS 7.0m Washim Bypass Start
3 84+670 T-Junction LHS 7.0m Washim Bypass End
(ii) Grade Separated Junctions
Package 1:- Akola to Medshi (km. 0.000 to km. 47.700)
Sl No. Design
Chainage(Km) Type of
Intersection Remarks
1 7.130 T Junction VUP Grade-II
2 12.195 T Junction VUP
3 25.385 Y Junction Flyover
4 27.255 Cross Junction Flyover
5 31.390 Y Junction Flyover
6 44.560 T-Junction Medshi Bypass Start
7 47.340 T-Junction Medshi Bypass End
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 46
Package 2:- Medshi to Washim (km. 47.700 to km. 92.200)
Sl No. Design
Chainage(Km) Type of
Intersection Remarks
1 60+520 T-Junction Malegaon Bypass End
2 72+645 T-Junction Washim Bypass Start
3 84+670 T-Junction Washim Bypass End
(ii) Minor Intersections
Package 1:- Akola to Medshi (km. 0.000 to km. 47.700)
Sl.No. Existing
Chainage
Design
Chainage
Type of
Junction
Junction
Carriageway
Width
Remarks
1 7.265 2.630 Y-Junction 5.5 Kalambeshwar
2 8.510 3.880 T-Junction 3.5 Somthana
3 9.425 4.790 Cross-Junction 5.5 Kalambeshwar/Nandura
4 9.915 5.280 T-Junction - Carttrack
5 12.800 8.165 T-Junction 3.5 Maheshpur
6 12.825 8.190 T-Junction 3.5 Nimbi
7 15.355 10.715 T-Junction 3.5 Warkhed
8 16.315 11.675 T-Junction 3.5 Kapshi
9 16.900 12.260 Y-Junction 3.5 Kapshi
10 18.390 13.750 T-Junction 3.5 Rajanda
11 21.640 17.000 T-Junction 3.5 jalalabad
12 24.850 20.190 T-Junction 3.5 Nandkhed
13 25.300 20.635 Y-Junction 3.5 Bhandran
14 27.080 22.410 Y-Junction 5.5 Andharevill. 15 34.950 32.360 Y-Junction 3.5 Patte A.Patur
16 36.875 34.280 Y-Junction 3.5 Mahadoli
17 41.285 38.530 T-Junction 3.5 Manrajuravill. 18 42.470 39.710 T-Junction 3.5 BT.Road
19 42.890 40.120 T-Junction 3.5 Gondhaiwadi
20 43.520 40.755 Y-Junction 3.5 Sawarkhed
21 46.100 43.315 Y-Junction 3.5 Koldara
22 Medshi
Bypass 44.655 T-Junction 3.5 BT Road
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 47
Package 2:- Medshi to Washim (km. 47.700 to km. 92.200)
Sr.No. Design
Chainage
Type of
Junction
Carriageway
Width Remarks
1 47+860 Y-Junction 3.5m Branhanwada
2 49+900 Y-Junction 3.5m Branhanwada
3 52+765 Y-Junction 3.5m Warngi
4 53+305 T-Junction 3.5m Irla
5 53+335 Y-Junction 3.5m Dahi
6 53+690 T-Junction 3.5m Irla VILLAGE
7 62+170 T-Junction 3.5m Karanji
8 63+770 T-Junction 3.5m Zodagakh.
9 65+720 T-Junction 3.5m B.T Road
10 69+870 T-Junction 3.5m Tharkata
11 70+900 T-Junction 3.5m Tharkata
12 72+190 T-Junction 3.5m Tamsi
13 82+730 Cross-Junction 3.5m BT. Road
14 85+745 T-Junction 3.5m BT. Road
15 85+825 Y-Junction 3.5m Dhumka
16 87+945 Y-Junction 3.5m Dhumka
17 89+100 T-Junction 3.5m Tamsala
18 92+065 T-Junction 3.5m Tondagaon
2.1.9 Road Side Drainage
There is no proper provision of Road Side drains.
Drains are provided either on left side/right side or on both sides, depending upon country side slope with
respect to road. Lined covered cement concrete drain is proposed for the urban/built-up area. V-shaped
road side drains will be constructed along the hill side in open area.
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 48
Summary of proposed drainage work is given below:
Package 1:- Akola to Medshi (km. 0.000 to km. 47.700)
Sr.No. Type of Drain Length (m)
1 Covered RCC Drain 22384
2 RCC Open Drain 10832
3 PCC Side Drain 975
4 V Shape Drain 2411
5 Earthen Drain 60986
Package 2:- Medshi to Washim (km. 47.700 to km. 92.200)
Sr.No. Type of Drain Length (m)
1 Covered RCC Drain 5694
2 RCC Open Drain 17114
3 Earthen Drain 59077
(i) The stretches where RCC Covered drains are essentially required are as listed below.
Package 1:- Akola to Medshi (km. 0.000 to km. 47.700)
Sl.no Design Chainage (km) Length
Side From To
1 0.000 1.000 1000 Both
2 1.000 3.925 585 2 each on both side
3 4.334 4.346 12 Both
4 6.165 7.165 1000 Both
5 8.765 9.665 900 Both
6 11.760 12.402 642 Both
7 12.408 12.525 117 Both
8 16.200 16.910 710 Both
9 21.094 21.106 12 Both
10 25.373 25.398 25 Both
11 27.240 27.270 03 Both
12 28.639 28.651 12 Both
13 31.378 31.403 25 Both
14 32.405 32.760 355 Both
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 49
Sl.no Design Chainage (km) Length
Side From To
15 38.459 38.471 12 Both
16 41.175 41.650 475 Both
17 46.773 46.788 15 Both
22384m (8267x2+2925x2)
Package 2:- Medshi to Washim (km. 47.700 to km. 92.200)
Sr. No Design Chainage (km)
Length (m) Side
From To
1 50292 50307 15 Both
2 54640 54670 30 Both
3 57130 57160 30 Both
4 58434 58446 12 Both
5 60507 60532 25 Both
6 62052 62750 698 Both
7 61825 62028 203 Both
8 65225 65752 526 Both
9 65768 65775 6.75 Both
10 68300 68975 675 Both
11 72637 72662 25 Both
12 74922 74937 15 Both
13 77624 77636 12 Both
14 78475 78505 30 Both
15 79894 79906 12 Both
16 81163 81178 15 Both
17 84657 84682 25 Both
18 87944 97956 12 Both
19 91285 91765 480 Both
2847mx2
(ii) RCC Open Drains are proposed at following locations. Package 1:- Akola to Medshi (km. 0.000 to km. 47.700)
Sl.no Design Chainage (km)
Length (m) Side From To
1 3.925 4.334 409 Both
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 50
Sl.no Design Chainage (km)
Length (m) Side From To
2 4.346 4.465 119 Both
3 20.400 21.094 694 Both
4 21.106 21.400 294 Both
5 25.000 25.373 373 Both
6 25.398 25.516 118 Both
7 25.524 25.875 351 Both
8 26.650 27.240 590 Both
9 27.270 27.650 380 Both
10 30.750 31.088 338 Both
11 31.113 31.378 265 Both
12 31.403 31.600 197 Both
13 31.600 31.700 100 Both
14 37.300 38.459 1159 Both
15 38.471 38.500 29 Both
Total
10832m
(5416x2)
Package 2:- Medshi to Washim (km. 47.700 to km. 92.200)
Sr. No Design Chainage (km)
Length (m) Side
From To
1 49800 50000 200 Both side
2 50000 50292.5 292.5 Both side
3 50307.5 50575 267.5 Both side
4 54225 54640 415 Both side
5 54670 54900 230 Both side
6 54900 54954.5 54.5 Both side
7 54975.5 55250 274.5 Both side
8 56825 57000 175 Both side
9 57000 57095 95 Both side
10 57105 57130 25 Both side
11 57160 57330 170 Both side
12 60000 60507 507 Both side
13 60532 60725 193 Both side
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 51
Sr. No Design Chainage (km)
Length (m) Side
From To
14 60725 60825 100 Both side
15 72000 72500 500 Both side
16 72500 72637 137 Both side
17 72663 73550 887 Both side
18 78100 78475 375 Both side
19 78505 79285 780 Both side
20 79295 79300 5 Both side
21 80650 81162.5 512.5 Both side
22 81177.5 81750 572.5 Both side
23 84175 84657.5 482.5 Both side
24 84682.5 84830 147.5 Both side
25 84830 85100 270 Both side
26 87300 87944 644 Both side
27 87956 88200 244 Both side
8557mx2
(iii)PCC Drains shall be provided at following locations.
Package 1:- Akola to Medshi (km. 0.000 to km. 47.700)
Design Chainage
From
Design Chainage
To Length (m) Remarks
36.100 36.550 975m Hill Section
2.1.10 Shoulders
1.5m paved shoulder plus 2.0m earthen shoulder are proposed as per site specific requirements.
2.1.11 Footpaths
1.50 m wide footpaths cum drains are proposed in built-up sections.
2.1.12 Road Side Furniture
Road Signs and Markings, Delineators, Safety Barriers, Road Studs, Markings at junctions, are proposed in
accordance with the IRC SP 84-2014 and other relevant IRC Codes and Standards.
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 52
KM stones and Road Boundary Stones, are proposed in accordance with the IRC SP 84-2014 and other
relevant IRC Codes and Standards.
Pedestrian Guard Rails are proposed at the following locations:
Design Chainage Length (m) Remarks
From To
0000 1000 1000 Akola Builtup
6165 6920 755 Kheragaon
9400 9665 265 Lakhanwada
11760 11850 90 Kapsi Fata
16800 16910 110 Chikhalgaon
32405 32760 355 Bodkha
62400 62750 350 Both Side
68300 68425 125 Both Side
Crash Barriers:
(i) W-Metal Crash Barriers of 18.435 kms (excluding Built-up overlap with sharp
curve and approaches with RE Wall) are to be provided. Tentative Locations are
given below:
Package 1:- Akola to Medshi (km. 0.000 to km. 47.700)
Design Chainage Length (m) Location
From To
19950 20050 100 RHS
20920 20980 60 LHS
27950 28585 1270 B/S
28701 28750 98 B/S
29800 29900 100 LHS
31050 31080 60 B/S
31115 31250 135 B/S
44700 44805 210 B/S
44945 45250 610 B/S
45640 45710 140 B/S
46125 46720 1190 B/S
46830 47050 440 B/S
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 53
Package 2:- Medshi to Washim (km. 47.700 to km. 92.200)
Design Chainage
Length (m) Location From To
54100 54225 250 Both side
58000 58434 868 Both side
58446 58675 4580 Both Side
67025 67125 100 RHS
74550 74923 746 Both Side
77000 77100 200 Both Side
77300 77624 648 Both Side
77636 78075 878 Both Side
79525 79894 738 Both Side
80525 80650 125 LHS
80675 81403 1456 Both Side
88100 88150 50 RHS
89975 90125 150 RHS
90050 90125 75 LHS
(ii) RCC Crash Barriers (13.505 kms) are also proposed at the following locations:
Package 1:- Akola to Medshi (km. 0.000 to km. 47.700)
Design Chainage Length (m) Location
From To
0000 1000 1000 B/S
6165 6920 755 B/S
6920 7124 204 B/S
7136 7165 29 B/S
8765 9164 399 B/S
9176 9400 224 B/S
9400 9665 265 B/S
11760 11850 90 B/S
11850 12187 337 B/S
12202 12390 188 B/S
12390 12402 12 B/S
12401 12408 7 B/S
12408 12525 117 B/S
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 54
Design Chainage Length (m) Location
From To
0000 1000 1000 B/S
6165 6920 755 B/S
16200 16260 60 B/S
16260 16594 334 B/S
16606 16800 194 B/S
16800 16910 110 B/S
32405 32760 355 B/S
Package 2:- Medshi to Washim (km. 47.700 to km. 92.200)
2.1.13 Bus Bays & Bus Shelters
Package 1:- Akola to Medshi (km. 0.000 to km. 47.700)
At 13 locations, Bus Bays & Bus Shelters are proposed:
Sr. No. Chainage (Km) Location
Existing Proposed Remarks
1 10.455 5+820 LHS Kheragaon
2 12.660 8+030 RHS Mimbi
Design Chainage
Length (m) Remarks From To
61825 62028 406 Both Side
62052 62075 46 Both Side
62075 62224 298 Both Side
62236 62400 328 Both Side
62400 62750 700 Both Side
65225 65275 100 Both Side
65275 65325 100 Both Side
65325 65549 448 Both Side
65561 65625 128 Both Side
65625 65725 200 Both Side
65725 65751.75 54 Both Side
65768.25 65775 13.5 Both Side
68300 68425 250 Both Side
68425 68599 348 Both Side
68611 68975 728 Both Side
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 55
Sr. No. Chainage (Km) Location
Existing Proposed Remarks
3 12.965 8+335 LHS Mhaispur
4 14.620 9+980 RHS Lakhanwara
5 15.930 11+290 LHS Kapshi Fata
6 17.490 12+855 RHS Chikalgaon
7 22.085 17+445 RHS Chikalgaon
8 24.970 20+305 RHS Bhandraj
9 26.555 21+890 LHS Shirla
10 43.600 40+840 RHS Sawarkhed
11 47.300 44+510 LHS Wakalwadi
12 Medshi Bypass 47+160 RHS Medshi
13 51.030 47.570 LHS Medshi
Package 2:- Medshi to Washim (km. 47.700 to km. 92.200)
At 14 locations, Bus Bays & Bus Shelters are proposed:
Sr. No. Existing Chainage Proposed
Chainage Side
Remarks
1 52.93 49+465 LHS Medshi
2 54.673 51+215 RHS Brahmanwada
3 57.215 53+750 RHS Ridhora
4 Malegaon bypass 56+500 LHS Irala
5 Malegaon bypass 57+670 RHS Amravati
6 64.030 61+155 RHS Malegaon
7 64.305 61+495 LHS Malegaon
8 65.960 63+085 RHS Amanigaon
9 67.720 64+870 RHS Zodaga Bk.
10 69.065 66+125 LHS Jambhrunwadi
11 70.840 67+965 LHS Savergaon
12 72.850 69+980 RHS Dharkata
13 74.520 71+645 LHS Tamsi
14 87.205 85+480 RHS Washim city
2.1.14 Road Protection Works
Retaining Walls/Breast Walls
i. RCC Retaining Wall is proposed at the grade separated locations without service road/slip road.
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 56
Package 1:- Akola to Medshi (km. 0.000 to km. 47.700)
Sr. No.
Design Chainage (km)
Remarks From To
1 28.639 28.651 VUP Approaches
2 35.369 36.569 Hill Section
Package 2:- Medshi to Washim (km. 47.700 to km. 92.200)
Sr.No. Design Chainage Remarks
From To
1 74873 74988 VUP-II Approaches
2 77574 77586 VUP-II Approaches
3 79844 79856 VUP-II Approaches
4 81353 81368 VUP Approaches
ii. At following locations, Breast wall is proposed.
Sr. No.
Design Chainage (km)
From To
1 35.725 36.650
2 36.300 36.350
iii. Location of Reinforced Earth Wall
Reinforced Earth Wall shall be provided on the Approaches of Grade Separators and other
Structures:
Package 1:- Akola to Medshi (km. 0.000 to km. 47.700)
Sr.No. Design Chainage Remarks
From To
1 4.050 4.334 VUP (GR-II)
2 4.346 4.550 VUP (GR-II)
3 6.875 7.124 VUP (GR-II)
4 7.136 7.375 VUP (GR-II)
5 8.825 9.164 VUP (GR-II)
6 9.176 9.375 VUP (GR-II)
7 11.925 12.188 VUP Approach
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 57
Sr.No. Design Chainage Remarks
From To
8 12.203 12.500 VUP Approach
9 16.200 16.594 VUP (GR-II)
10 16.606 16.775 VUP (GR-II)
11 20.825 21.094 VUP Approach
12 21.106 21.400 VUP Approach
13 25.025 25.373 Flyover Approach
14 25.398 25.875 Flyover Approach
15 26.675 27.240 Flyover Approach
16 27.270 27.600 Flyover Approach
17 30.800 31.378 Flyover Approach
18 31.403 31.650 Flyover Approach
19 31.600 31.650 Flyover Approach
20 38.050 38.459 VUP (GR-II)
21 38.471 38.675 VUP (GR-II)
22 46.100 46.773 VUP Approach
23 46.788 47.100 VUP Approach
Package 2:- Medshi to Washim (km. 47.700 to km. 92.200)
Sr.No. Design Chainage Approx Length
(m)
Remarks
From To
1 61850 62224 320mx2 VUP II Approach
2 62236 62375 139mx2 VUP II Approach
3 65250 65549 299mx2 VUP II Approach
4 65561 65750 142.5mx2 VUP II Approach
5 68450 68599 149mx2 VUP II Approach
6 68611 68950 339mx2 VUP II Approach
7 54250 54640 390mx2 Flyover Approach
8 54670 54875 205mx2 Flyover Approach
9 57160 57305 145mx2 Flyover Approach
10 60025 60507 482.5mx2 Flyover Approach
11 60532 60725 192.5mx2 Flyover Approach
12 72500 72637 137.5mx2 Flyover Approach
13 72662 73550 887.5mx2 Flyover Approach
14 78100 78475 375mx2 Flyover Approach
15 78505 79300 755mx2 Flyover Approach
16 84175 84657 482.5mx2 VUP Approach
17 84682 84830 147.5mx2 VUP Approach
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 58
Sr.No. Design Chainage Approx Length
(m)
Remarks
From To
18 82625 83020 395mx2 ROB Approach
20 83084 83695 610mx2 ROB Approach
21 56825 57130 305mx2 Flyover Approach
22 60725 60800 75mx2 Flyover Approach
23 72000 72500 500mx2 Flyover Approach
24 54900 54955 54.5mx2 Flyover Approach
25 54975.5 55250 274.5mx2 Flyover Approach
26 56825 57095 270mx2 Flyover Approach
27 57105 57130 25mx2 Flyover Approach
28 80700 81162 462.5mx2 VUP Approach
29 81177 81700 522.5mx2 VUP Approach
30 49825 50292 467.5mx2 VUP Approach
31 50307 50550 242.5mx2 VUP Approach
32 87325 87944 619mx2 VUP II Approach
33 87956 88175 219mx2 VUP II Approach
Total 19587m
Flyash conforming to table 1 of IRC: SP: 58 - 2001 obtained from coal or lignite
burning thermal power stations shall be provided for construction of embankment
(30%) at the structure approaches proposed in open area as per MoEF Notification
no.S.O.1396(E) dated 25.03.2015.
2.1.15 Rest Areas & Other Project Facilities
Rest Areas are provided at the following Locations:
Sl.no Village Design Chainage Location
1 Sawarkheda 40+415 RHS
2 Medshi 43+400 LHS
3 Hisse Borhala 89.000 LHS
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 59
Other project facilities are provided for the Project Highway as per IRC:SP:84-2014.
Street Lights at all Built-up Areas, Rest areas and Busbays with Bus Shelters.
Overhead signs and gantry signs
Footpath and Pedestrian Crossings
Traffic aid posts;
Medical aid posts;
Vehicle rescue posts;
Telecom system; and
Highway traffic management system.
2.1.16 Landscaping and Tree Plantation
Landscaping and Tree Planation : at Toll Plaza, major intersections, interchange, median etc.
Landscaping within ROW of the project highway shall be done as per specifications and standards
specified in the Manual (IRC:SP: 84-2014).
2.1.17 Toll Plaza
Proposed Location for Toll Plaza is as under:
Toll Plaza (8+8 lanes) shall be provided at following location:-
Sl. No
Locations Chainage (Km)
(Towns/Villages) Existing Proposed
1 Medshi-Sawarkheda 44.180 41.420
2 Dhumka-Tondgoan 93.220 91.525
2.1.18 Utility Shifting
High tension lines, electric poles, transformers and OFCS are existing along the project highway, which
requires shifting in the proposed utility corridor. Utility Relocation plan submitted to NHAI for getting the
estimates and relocation plan from the Electricity Departments.
2.1.19 Trees
Package 1:- Akola to Medshi (km. 0.000 to km. 47.700)
The improvement proposal to 4-Lane divided carriageway shall affect felling trees. The Inventory details of
trees likely to be affected has been prepared and submitted to NHAI for further action by the Forest
Department. 3254 No. of trees likely to be affected are as under:
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 60
Girth (dia) 300mm to 600mm : 2099 nos
Girth (dia) 600mm to 900 mm : 875 nos
Girth (dia) >900 mm : 280 nos.
Package 2:- Medshi to Washim (km. 47.700 to km. 92.200)
The improvement proposal to 4-Lane divided carriageway shall affect felling trees. The Inventory details of
trees likely to be affected has been prepared and submitted to NHAI for further action by the Forest
Department.
2.2 Methodology for Feasibility Study and Engineering Survey & Investigations
The methodology adopted for feasibility study and the Engineering Survey and Investigations are detailed
in Feasibility Report.
2.2.1 Topographic Survey
Topographic survey for has been carried out on the Project Highway. The GTS Bench mark value of
290.620 M (RL (m) back side of the PWD Circuit House at Akola is applied all along the Project Road.
2.2.2 Existing Pavement Condition
The existing pavement condition is fair to poor. At few locations, the pavement is disintegrated or in
distressed condition.
CBR Value
The soaked CBR values of existing sub-grade soil averages > from 8%. The proposed CBR is 8%.
Roughness Survey was carried out along the Project Highway. It is observed that roughness is high,
and the surface condition of the road is fair to very poor.
The evaluation of structural strength of existing flexible pavement was carried out using a Benkelman
Beam in accordance with the procedure given in IRC 81-1997.
To assess the characterization of Sub-grade, following tests were conducted on each of the subgrade
samples collected from trial pits:
Grain size distribution (Wet)
Atterberg’s Limits (Liquid limit and plastic limit)
Modified Proctor Density at three compaction levels
Four days soaked CBR at three energy levels
The laboratory investigations of sub-grade indicate that the existing subgrade varies from location to
location along the road and are available in the Feasibility Study Report.
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 61
2.3 Socio-Economic Profile of the Project Influence Area
The NH-161 in Maharashtra, lies in 3 Districts; Akola, Washim & Hingoli and provide connectivity to a
number of cities and important places/tourist places and religious places like : Shahanur Fort in Akola,
Padmatirtha, Balaji temple, Rama temple, Madhyameshvara temple, Godeshvara temple, two Jain
temples and Narayana Maharaja temple, in Washim, Jaleshwar Mahadev Temple (present in the lake);
Arshi Namdev Temple (one of guru of sikhs); Aundha Nagnath, 8th Jyotirlinga; Tulja Devi Sansthan Ghota,
Tahsil – Hingoli; Sant Namdev Sansthan Narsi; Mallinath Digambar Jain Temple; Dakshinmukhi Hanuman
temple, Khatkali in Hingoli District and Takhat Sachkhand Shri Hazur Abchalnagar Sahib, Gurudwara in
Nanded District are few of them.
Agriculture is the main occupation of the people in the project-influenced districts. Most of the villages in
the districts are electrified.
2.4 Design Parameters
The improvement proposal is with 4-Laning divided carriageway as per IRC:SP:84-2014 “Manual of
Specifications and Standards for Four Laning of Highways through Public Private Partnership (first
revision)”. All efforts have been made to maintain consistency of design criteria factors on account of
ground conditions. Design criteria adopted for the project is summarized below:
Sr. No. Design Specification Unit Design Parameters
Plain or Rolling Terrain
1 Design speed kmph 100Kmph ruling / 80kmph min.
2 Land width Open / Built-up
area m 60m minimum
3 Width of carriageway m 2 x 7.00 m
4 Paved shoulders m Open Country - 1.50 m
Built up Area - 2.00 m
5 Unpaved shoulders m 2 x 2.00 m
6 (i) Camber/cross fall
Carriageway & paved
shoulders Rigid Pavement
%
2.0 %
(ii) Earthen shoulders % 3.0 %
7 Maximum super elevation % 7 %
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 62
Sr. No. Design Specification Unit Design Parameters
8 Minimum Radii of
horizontal curves m 400m ruling /250m min.
9 Service roads m 7.50m
10 Ruling Gradient % 2.5%
11 Bridge Structures As per Policy Matter circular
no.11014/11/2016-HR-1 dated 12.06.2017
12 Grade Separated
Structures
As per Policy Matter circular
no.11014/11/2016-HR-1 dated 12.06.2017
2.5 Traffic Surveys & Analysis
Traffic Survey Report including the analysis of various traffic surveys i.e. Classified volume count (CVC),
Turning Movement Count (TMC), Origin-Destination (O/D), Axle load, Speed Delay, Willingness to Pay and
analysis for Project facilities which have been carried out on the entire project highway, was submitted as
part of Final Feasibility Report.
Locations Location wise AADT
No. of Vehicles PCUs
7+800 6260 6561
33+900 6915 13735
63+500 6233 12131
The location wise summary of AADT by vehicles no and PCU’s of classified traffic volume count are given below:
Summary of ADT, AADT and PCU at Km 7+800
Type of Vehicle Location 7+800 (ADT) Location 7+800 (AADT)
Number PCU Number PCU
Two Wheeler 3003 1502 3153 1577
Car / Jeep / Van / Taxi 1495 1495 1570 1570
Three Wheeler 303 303 318 318
LCV 382 573 440 659
Govt. Bus 164 493 189 567
Private Bus 94 281 108 323
Mini Bus 12 18 14 21
Tractor 3 5 4 6
Tractor With Trolley 9 41 10 47
2 - Axle 149 448 172 516
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 63
Type of Vehicle Location 7+800 (ADT) Location 7+800 (AADT)
Number PCU Number PCU
3 - Axle 130 588 150 676
Multi-Axle Truck 31 140 36 160
Total Fast Moving 5777 5886 6163 6439
Slow Moving Vehicle(SMV)
Cycle 55 28 58 29
Rickshaws 2 5 3 5
Bullock Cart 2 15 2 16
Total Slow Moving 59 47 62 50
Toll Free vehicles
Car / Jeep / Van 16 16 17 17
Trucks 0 2 0 2
Bus 15 46 18 53
Toll Free vehicles 32 64 35 72
Total ADT, AADT and PCU 5868 5997 6260 6561
Summary of ADT, AADT and PCU at Km 33+900
Type of Vehicles Location 33+900 (ADT) Location 33+900 (AADT)
Number PCU Number PCU
Two Wheeler 2295 1148 2410 1205
Car / Jeep / Van / Taxi 1148 1148 1205 1205
Three Wheeler 170 170 179 179
LCV 343 515 395 592
Govt. Bus 147 442 169 508
Private Bus 97 292 112 336
Mini Bus 10 15 12 18
Tractor 8 12 10 14
Tractor With Trolley 39 176 45 202
2 - Axle 391 1173 450 1349
3 - Axle 907 4086 1044 4699
Multi-Axle Truck 629 2832 724 3257
Total Fast Moving 6186 12008 6753 13563
Slow Moving Vehicle(SMV)
Cycle 119 60 125 63
Rickshaws 1 2 1 2
Bullock Cart 7 54 7 56
Total Slow Moving 127 116 134 122
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 64
Type of Vehicles Location 33+900 (ADT) Location 33+900 (AADT)
Number PCU Number PCU
Toll Free Vehicles
Car / Jeep / Van 17 17 17 17
Trucks 0 0 0 0
Bus 10 29 11 34
Toll Free Vehicles 26 46 29 51
Total ADT, AADT and PCU 6340 12170 6915 13735
Summary of ADT, AADT and PCU at Km 63+500
Type of Vehicles Location 63+500 (ADT) Location 63+500 (AADT)
Number PCU Number PCU
Two Wheeler 2051 1025 2153 1077
Car / Jeep / Van / Taxi 1009 1009 1060 1060
Three Wheeler 282 282 296 296
LCV 366 550 421 632
Govt. Bus 149 446 171 513
Private Bus 88 264 101 303
Mini Bus 12 19 14 21
Tractor 1 1 1 1
Tractor With Trolley 15 66 17 76
2 - Axle 327 981 376 1129
3 - Axle 802 3613 923 4155
Multi-Axle Truck 539 2427 620 2792
Total Fast Moving 5642 10684 6154 12055
Slow Moving Vehicle(SMV)
Cycle 40 20 42 21
Rickshaws 0 1 0 1
Bullock Cart 1 9 1 10
Total Slow Moving 42 30 44 32
Toll Free Vehicle
Car / Jeep / Van 29 29 31 31
Trucks 0 0 0 0
Bus 4 12 4 14
Toll Free Vehicle 33 41 35 44
Total ADT, AADT and PCU 5717 10755 6233 12131
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 65
The location wise summary of Tollable Traffic in terms number of vehicles and PCU’s of classified traffic volume count are given below:
Type of Vehicles Location 7+800 Location 33+900
Location 63+500
Number PCU Number PCU Number PCU
Car / Jeep / Van /
Taxi 1495 1495 1148 1148 1009 1009
LCV 382 573 343 515 366 550
Govt. Bus 164 493 147 442 149 446
Private Bus 94 281 97 292 88 264
Mini Bus 12 18 10 15 12 19
2 - Axle 149 448 391 1173 327 981
3 - Axle 130 588 907 4086 802 3613
Multi-Axle Truck 31 140 629 2832 539 2427
Total Tollable
Traffic 2458 4035 3673 10503 3294 9309
As per Ministry’s Circular no.F.No.RW/NH-33044/37/2015/S&R® dated 26.05.2016, National Highways
needs to be widened to 4-Lane when PCUs reached 10000 in plain area and 8500 PCUs in rolling terrain.
2.6 Environmental Screening and Preliminary Environmental Assessment
Preliminary environmental assessment / environmental screening has been carried out in the project area
during September – October 2015.
The project does not attracts the provisions of EIA Notification, 2006 (with revision 2013) of MoEF, Govt
of India and the project will fall under Category ‘B’ project hence no prior environmental clearance would be required for the project from Central Committee, MoEF, Govt. of India.
As per MOEF Notification F.no.21-270/2008-IA.III (dated 22 August 2013), since the project highway
involves acquisition of additional right of way/land acquisition greaten than 40m on existing alignments
and 60m on bypass, environmental clearance is not required.
Estimate for Compensatory Afforestation, implementation of Environment Management Plan during
construction and operation phase of project road development has been worked out and included in the
Cost Estimate.
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 66
2.7 Initial Social Assessment and Preliminary land Acquisition/Resettlement Plan
Base line socio-economic and census survey to assess the impacts on the people, properties and loss of
livelihood due to the proposed project implementation were carried out. The socio-economic status of
the local community and the affected persons are also assessed.
2.7.1 Land Acquisition:
Package 1:- Akola to Medshi (km. 0.000 to km. 47.700)
The Proposed upgradation of the Project Highway is 4-Lane divided carriageway with paved shoulders. To
accommodate the required lane configuration, land is required to be acquired.
Total Land required 280.51 Ha
Total Land Available 113.48 Ha
Land to be acquired
167.02 Ha
Private Land : 127.24 Ha
Govt. Land : 23.14 Ha
(Forest Land: 16.64 HA)
Status of Land Acquisition
3(a) Published in the Gazette
3(A) Published in the Gazette
75% of Field Measurement Survey completed.
3D is under process.
Package 2:- Medshi to Washim (km. 47.700 to km. 92.200)
The Proposed upgradation of the Project Highway is 4-Lane divided carriageway with paved shoulders. To
accommodate the required lane configuration, land is required to be acquired.
Total Land required 266.134 Ha
Total Land Available 68.27 Ha
Land to be acquired
197.86 Ha
Private Land : 193.48 Ha
Govt. Land : 4.38 Ha
Status of Land Acquisition
3(a) Published in the Gazette
3(A) Published in the Gazette
95% of Field Measurement Survey completed.
3D is under process.
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 67
Village-wise break up of the Forest land required.
Sr. No. Division Taluka Village
Name Comptt
No.
Gut
no. Length of
Road(m) Area in Ha.
1
Akola
Akola Chikalgaon 198 65 315 0.85
199 75 490 0.40
2
Patur
Bodkha 71 8 200 0.14
3 Chinchkhed
68 23
1700
5.22
69 24 1.12
68 25 2.99
68 33 1.69
4 Sawarkhed 67 49
350 0.37
E-99 50 0.18
5 Malrajura 68 73
250 0.08
68 74 0.34
6 Malegaon Medshi E-103
120
600
0.54
145 0.14
146 0.61
E-101 310 200 0.97
7 Washim Dhumka E-64 72 200 1.00
Total 4305 m 16.64 Ha
The compensation shall be carried out based on the entitlement matrix, drawn as per RFCTLARR act’ 2013.
The tentative R & R budget, for the structures affected has been included in the LA Cost Estimate. The final
figures will be drawn after the actual estimations of the affected households / structures (i.e. the actual
numbers of title holders, encroachers and squatters are finalized) and due approvals by the competent
project authorities.
2.8 Cost Estimate:
The rates for bitumen, cement & steel has been considered as per refinery rate & current market rates.
The cost estimates for all the structures such as Major bridge, Minor bridges, Flyovers, VUPs, VUP-II are
prepared based on the GAD for each individual structure, the same is considered for arriving at the project
cost. GST has also been considered as per NHAI circular no. NHAI/F&A/2017-18/SM dated 4th Oct 2017.
It is submitted that other activities of Final DPR is under process. It is further submitted that there may be
changes in Cost Estimate and Plan and Profile after detailed geo-technical investigations as per site
conditions, as geotechnical investigations are yet to be started at site.
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 68
Package 1:- Akola to Medshi (km. 0.000 to km. 47.700)
Completion period for the Construction work of the Project is proposed 30 months. The Cost Summary
is as under :
Civil Works : Rs. 732.12 Cr.
Per Km Civil Work Cost : Rs. 15.35 Cr.
Package 2:- Medshi to Washim (km. 47.700 to km. 92.200)
Completion period for the Construction work of the Project is proposed 30 months. The Cost
Summary is as under :
Civil Works : Rs. 799.77 Cr.
Per Km Civil Work Cost : Rs. 17.97 Cr.
Total Project Cost including Centages : Rs. 923.14 Cr.
Per Km Cost (Incl. centages) : Rs. 20.74 Cr.
CHAINAGE-WISE PROPOSED TYPICAL CROSS SECTIONS
Package 1:- Akola to Medshi (km. 0.000 to km. 47.700)
Applicable Typical Cross-section for the Project Stretch
Sr. No Design Chainage (m)
Length (m)
TCS No
Remarks
From To
1 0 1000 1000 TCS No - XV
2 1000 3925 2925 TCS No - IB
3 3925 4334 409 TCS No - XXIII
4 4334 4346 12 TCS No - XXIII VUP (GR-II)
5 4346 4875 529 TCS No - XXIII
6 4875 6085 1210 TCS No - II
7 6085 6165 80 TCS No - III
8 6165 6665 500 TCS No - IV
9 6665 7124 459 TCS No - XII
10 7124 7136 12 TCS No - XII VUP (GR-II)
11 7136 7450 314 TCS No - XII
12 7450 8640 1190 TCS No - II
13 8640 8650 10 TCS No - II Minor Bridge
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
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Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 69
Sr. No Design Chainage (m)
Length (m)
TCS No
Remarks
From To
14 8650 8665 15 TCS No - II
15 8665 8765 100 TCS No - III
16 8765 9164 399 TCS No - XII
17 9164 9176 12 TCS No - XII VUP (GR-II)
18 9176 9400 224 TCS No - XII
19 9400 9665 265 TCS No - IV
20 9665 11625 1960 TCS No - III
21 11625 11850 225 TCS No - IV
22 11850 12187.5 337.5 TCS No - XXV
23 12187.5 12202.5 15 TCS No - XXV VUP
24 12202.5 12525 322.5 TCS No - XXV
25 12525 15900 3375 TCS No - II
26 15900 16000 100 TCS No - III
27 16000 16200 200 TCS No - IV
28 16200 16594 394 TCS No - XII
29 16594 16606 12 TCS No - XII VUP (GR-II)
30 16606 16800 194 TCS No - XII
31 16800 17100 300 TCS No - IV
31 17100 17646 546 TCS No - III
32 17646 17654 8 TCS No - III Minor Bridge
33 17654 18700 1046 TCS No - III
34 18700 18900 200 TCS No - II
35 18900 19300 400 TCS No - III
36 19300 19600 300 TCS No - II
37 19600 20750 1150 TCS No - I
38 20750 21094 344 TCS No - XXIII
39 21094 21106 12 TCS No - XXIII VUP (GR-II)
40 21106 21400 294 TCS No - XXIII
41 21400 22120 720 TCS No - II
42 22120 22300 180 TCS No - III
43 22300 22600 300 TCS No - II
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
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Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 70
Sr. No Design Chainage (m)
Length (m)
TCS No
Remarks
From To
44 22600 22621 21 TCS No - III
45 22621 22629 8 TCS No - III Minor Bridge
46 22629 22960 331 TCS No - III
47 22960 24378 1418 TCS No - II
48 24378 24392 14 TCS No - II Minor Bridge
49 24392 24630 238 TCS No - II
50 24630 24640 10 TCS No - II Minor Bridge
51 24640 25000 360 TCS No - II
52 25000 25200 200 TCS No - XIX
53 25200 25372.5 172.5 TCS No - XIII
54 25372.5 25397.5 25 TCS No - XIII Flyover
55 25397.5 25516 118.5 TCS No - XIII
56 25516 25524 8 TCS No - XIII Minor Bridge
57 25524 25875 351 TCS No - XIII
58 25875 26272.5 397.5 TCS No - VI
59 26272.5 26297.5 25 TCS No - VI Minor Bridge
60 26297.5 26650 352.5 TCS No - VI
61 26650 27240 590 TCS No - XIII
62 27240 27270 30 TCS No - XIII Flyover
63 27270 27650 380 TCS No - XIII
64 27650 28639 989 TCS No - XXIX
65 28639 28651 12 TCS No - XXIX VUP (GR-II)
66 28651 28825 174 TCS No - XXIX
67 28825 30750 1925 TCS No - VI
68 30750 31087.5 337.5 TCS No - XIII
69 31087.5 31112.5 25 TCS No - XIII Minor Bridge
70 31112.5 31377.5 265 TCS No - XIII
71 31377.5 31402.5 25 TCS No - XIII Flyover
72 31402.5 31600 197.5 TCS No - XIII
73 31600 31700 100 TCS No - XIX
74 31700 32300 600 TCS No - II
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 71
Sr. No Design Chainage (m)
Length (m)
TCS No
Remarks
From To
75 32300 32405 105 TCS No - III
76 32405 32760 355 TCS No - IV
77 32760 32800 40 TCS No - III
78 32800 33001.5 201.5 TCS No - II
79 33001.5 33008.5 7 TCS No - II Minor Bridge
80 33008.5 33410 401.5 TCS No - II
81 33410 33461 51 TCS No - IX
82 33461 33469 8 TCS No - IX Minor Bridge
83 33469 34350 881 TCS No - IX
84 34350 35373 1023 TCS No - VII
85 35373 35387 14 TCS No - VII Minor Bridge
86 35387 36100 713 TCS No - VII
87 36100 36150 50 TCS No - XVI
88 36150 36275 125 TCS No - XIV
89 36275 36375 100 TCS No - XVI
90 36375 36450 75 TCS No - XIV
91 36450 36550 100 TCS No - XVI
92 36550 37975 1425 TCS No - VII
93 37975 38459 484 TCS No - XXIII
94 38459 38471 12 TCS No - XXIII VUP (GR-II)
95 38471 38725 254 TCS No - XXIII
96 38725 38900 175 TCS No - VIII
97 38900 39100 200 TCS No - IX
Toll Plaza 98 39100 41175 2075 TCS No - VIII
99 41175 41235 60 Toll Plaza
100 41235 41650 415 Toll Plaza Toll Plaza
101 41650 41835 185 TCS No - III
102 41835 42500 665 TCS No - I
103 42500 42850 350 TCS No - II
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 72
Sr. No Design Chainage (m)
Length (m)
TCS No
Remarks
From To
104 42850 43025 175 TCS No - VI
105 43025 43900 875 TCS No - II
106 43900 44304 404 TCS No - III
107 44304 44316 12 TCS No - III Minor Bridge
108 44316 44400 84 TCS No - III
109 44400 44812.5 412.5 TCS No - VI
110 44812.5 44937.5 125 TCS No - VI Major Bridge
111 44937.5 45725 787.5 TCS No - VI
112 45725 46050 325 TCS No - XVII
113 46050 46075 25 TCS No - VI
114 46075 46772.5 697.5 TCS No - XIII
115 46772.5 46787.5 15 TCS No - XIII VUP
116 46787.5 47125 337.5 TCS No - XIII
117 47125 47500 375 TCS No - XVII
118 47500 47.700 200 TCS No - XIII
Package 2:- Medshi to Washim (km. 47.700 to km. 92.200)
Sr. No Design Chainage Length (m) TCS No Remarks
From To
1 47700 49735 2035 TCS No - III
2 49735 49800 65 TCS No - II
3 49800 50000 200 TCS No - XXIII
4 50000 50292.5 292.5 TCS No - XXIII
5 50292.5 50307.5 15 Refer GAD VUP
6 50307.5 50575 267.5 TCS No - XXIII
7 50575 52538 1963 TCS No - III
8 52538 52870 332 TCS No - VIII
9 52870 53535 665 TCS No - IX
10 53535 54193.1 658.1 TCS No - II
11 54193 54206.9 13.8 TCS No - II Minor Bridge
12 54206.9 54225 18.1 TCS No - VI
13 54225 54640 415 TCS No - XIII
14 54640 54670 30 TCS No - XIII Flyover
15 54670 54900 230 TCS No - XIII
16 54900 54954.5 54.5 TCS No - XIX
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 73
Sr. No Design Chainage Length (m) TCS No Remarks
From To
17 54954.5 54975.5 21 TCS No - XIX Minor Bridge
18 54975.5 55250 274.5 TCS No - XIX
19 55250 56825 1575 TCS No - III
20 56825 57000 175 TCS No - XIX
21 57000 57095 95 TCS No - XIX
22 57095 57105 10 TCS No - XIX Minor Bridge
23 57105 57130 25 TCS No - XIX
24 57130 57160 30 TCS No - XIX Flyover
25 57160 57330 170 TCS No - XIII
26 57330 57975 645 TCS No - VI
27 57975 58434 459 TCS No - XXIX
28 58434 58446 12 TCS No - XXIX VUP II
29 58446 58700 254 TCS No - XXIX
30 58700 59000 300 TCS No - VI
31 59000 59150 150 TCS No - XVII
32 59150 60000 850 TCS No - VI
33 60000 60507.5 507.5 TCS No - XIII
34 60507.5 60532.5 25 TCS No - XIII Flyover
35 60532.5 60725 192.5 TCS No - XIII
36 60725 60825 100 TCS No - XIX
37 60825 61325 500 TCS No - III
38 61325 61825 500 TCS No - III
39 61825 62028 203 TCS No - XII
40 62028 62052 24 TCS No - XII Minor Bridge
41 62052 62075 23 TCS No - XII
42 62075 62224 149 TCS No - XII
43 62224 62236 12 TCS No - XII VUP II
44 62236 62400 164 TCS No - XII
45 62400 62750 350 TCS No - IV
46 62750 63307 557 TCS No - III
47 63307 63325 18 TCS No - III Minor Bridge
48 63325 63606.45 281.45 TCS No - II
49 63606.45 63623.55 17.1 TCS No - II Minor Bridge
50 63623.55 64125 501.45 TCS No - II
51 64125 64658.3 533.3 TCS No - III
52 64658.3 64671.7 13.4 TCS No - III Minor Bridge
53 64671.7 64724 52.3 TCS No - III
54 64724 65225 501 TCS No - III
55 65225 65275 50 TCS No - XII
56 65275 65325 50 TCS No - XII
57 65325 65549 224 TCS No - XII
58 65549 65561 12 TCS No - XII VUP II
59 65561 65625 64 TCS No - XII
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 74
Sr. No Design Chainage Length (m) TCS No Remarks
From To
60 65625 65725 100 TCS No - XII
61 65725 65751.75 26.75 TCS No - XII
62 65751.75 65768.25 16.5 TCS No - XII Minor Bridge
63 65768.25 65775 6.75 TCS No - XII
64 65775 66625 850 TCS No - III
65 66625 68300 1675 TCS No - II
66 68300 68425 125 TCS No - V
67 68425 68599 174 TCS No - XII
68 68599 68611 12 TCS No - XII VUP II
69 68611 68975 364 TCS No - XII
70 68975 69035 60 TCS No - II
71 69035 69045 10 TCS No - II Minor Bridge
72 69045 69200 155 TCS No - II
73 69200 70255 1055 TCS No - III
74 70255 70265 10 TCS No - III Minor Bridge
75 70265 72000 1735 TCS No - III
76 72000 72500 500 TCS No - XIX
77 72500 72637.5 137.5 TCS No - XIII
78 72637.5 72662.5 25 TCS No - XIII Flyover
79 72662.5 73550 887.5 TCS No - XIII
80 73550 74525 975 TCS No - VI
81 74525 74922.5 397.5 TCS No - XXIX
82 74922.5 74937.5 15 TCS No - XXIX VUP
83 74937.5 75350 412.5 TCS No - XXIX
84 75350 76495 1145 TCS No - VI
85 76495 76505 10 TCS No - VI Minor Bridge
86 76505 77065 560 TCS No - VI
87 77065 77075 10 TCS No - VI Minor Bridge
88 77075 77275 200 TCS No - VI
89 77275 77624 349 TCS No - XXIX
90 77624 77636 12 TCS No - XXIX
91 77636 78100 464 TCS No - XXIX
92 78100 78475 375 TCS No - XIII
93 78475 78505 30 TCS No - XIII Flyover
94 78505 79285 780 TCS No - XIII
95 79285 79295 10 TCS No - XIII Minor Bridge
96 79295 79300 5 TCS No - XIII
97 79300 79500 200 TCS No - XXI
98 79500 79894 394 TCS No - XXIX
99 79894 79906 12 TCS No - XXIX VUP II
100 79906 80475 569 TCS No - XXIX
101 80475 80585 110 TCS No - VI
102 80585 80595 10 TCS No - VI Minor Bridge
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 75
Sr. No Design Chainage Length (m) TCS No Remarks
From To
103 80595 80650 55 TCS No - VI
104 80650 81402.5 752.5 TCS No - XXIX
105 81402.5 81417.5 15 TCS No - XXIX VUP
106 81417.5 81700 282.5 TCS No - XXIX
107 81700 82600 900 TCS No - VI
108 82600 83020.2 420.2 TCS No - XVIII
109 83020.2 83084.32 64.116 TCS No - XVIII ROB
110 83084.32 83720 635.684 TCS No - XVIII
111 83720 84175 455 TCS No - VI
112 84175 84657.5 482.5 TCS No - XIII
113 84657.5 84682.5 25 TCS No - XIII Flyover
114 84682.5 84830 147.5 TCS No - XIII
115 84830 85100 270 TCS No - XIX
116 85100 87225 2125 TCS No - II
117 87225 87449 224 TCS No - XXV
118 87449 87461 12 TCS No - XXV VUP-II
119 87461 87650 189 TCS No - XXV
120 87650 90200 2550 TCS No - II
121 90200 91285 1085 TCS No - III
122 91285 91765 480 TCS No - III Toll Plaza
123 91765 92000 235 TCS No - III
124 92000 92200 200 TCS No - II
Total 44500
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 76
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 77
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 78
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 79
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 80
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 81
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 82
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 83
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 84
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 85
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 86
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 87
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 88
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 89
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 90
Upgradation of Akola - Washim - Hingoli – Waranga Phata Section of NH-161) to Four Lane
configuration in the state of Maharashtra on EPC mode
Section of Akola-Washim from Km 0.000 to Km 92.200 (Design Chainage)
Executive Summary of
Project Report
Marc Technocrats Pvt. Ltd. in JV with Global Infra Solutions 1 - 91