NSV REPORT ,DETAILING OF POTHOLE AND ROUGHNESS .

1. Page 2 of 70
Table of Content
SECTION-1 : -INTRODUCTION...........................................................................................................5
General............................................................................................................................. 5
Working principles & Applications ................................................................................... 5
Principle of NSV................................................................................................................ 5
Objective of NSV............................................................................................................... 5
Scope of Service................................................................................................................ 6
SECTION-2 : -METHODOLOGY ..........................................................................................................7
Data Collection and Methodology.................................................................................... 7
CPCPL Network Survey Vehicle ........................................................................................ 7
Features............................................................................................................................ 8
Applications...................................................................................................................... 8
Laser Profile System ......................................................................................................... 8
Features.......................................................................................................... 8
Applications.................................................................................................... 8
Available Output............................................................................................. 8
Digital Imaging System ..................................................................................................... 8
Features.......................................................................................................... 8
Applications.................................................................................................... 9
Available Output............................................................................................. 9
Flow chart of NSV Analyses ........................................................................................... 10
NSV Data Collection........................................................................................................ 11
Criteria for Analysis ........................................................................................................ 12
Roughness Survey......................................................................................... 12
Rutting Depth ............................................................................................... 12
Visual Pavement Condition .......................................................................... 12
SECTION-3 : RESULTS......................................................................................................................16
Road Inventory ............................................................................................................... 16
Location Reference Post (LRP) Master ......................................................... 16
Carriageway Type ......................................................................................... 16
Road Type..................................................................................................... 17
Pavement type ............................................................................................. 17
Pavement Width........................................................................................... 17
Shoulder Type............................................................................................... 18

2. Page 3 of 70
Shoulder width ............................................................................................. 19
Topography................................................................................................... 19
Cross Section ................................................................................................ 20
Drain Type .................................................................................................... 21
Service Road ................................................................................................. 21
Median Type................................................................................................. 21
Carriageway Furniture.................................................................................. 22
Way side Amenity......................................................................................... 35
Structures ..................................................................................................... 36
Roughness ...................................................................................................................... 37
Rutting............................................................................................................................ 52
Visual Condition.............................................................................................................. 58
Texture Depth................................................................................................................. 61
SECTION-4 : CONCLUSION AND RECOMMENDATION.....................................................................65
Roughness (IRI) ...................................................................................................65
Rutting ...........................................................................................68
List of Figures
Figure 2-1:-Photograph of NSV Vehicle ................................................................................................ 7
Figure 3-1:-Graphical Representation of Roughness Section 1- Km 0.00 to Km 9.394 (Start Point of Rail cum
Road Viaduct)..................................................................................................................................... 49
Figure 3-2:-Graphical Representation of Roughness Section 2- Km 0.075 (End Point of Rail cum Road
Viaduct) to Km 5.198.......................................................................................................................... 50
Figure 3-3:-Graphical Representation of Roughness Index Percentage Wise Section-1 Km 0.00 to Km 9.394
(Start Point of Rail cum Road Viaduct) ............................................................................................... 51
Figure 3-4:-Graphical Representation of Roughness Index Percentage Wise Section-2 Km 0.075 (End Point
of Rail cum Road Viaduct) to Km 5.198 .............................................................................................. 51
Figure 3-5:-Graphical Representation of Rutting Section 1- Km 0.00 to Km 9.394 (Start Point of Rail Cum
Road Viaduct)..................................................................................................................................... 55
Figure 3-6:-Graphical Representation of Rutting Section 2- Km 0.075 (End Point of Rail cum Road Viaduct)
to Km 5.198........................................................................................................................................ 56
Figure 3-7:-Graphical Representation of Rutting Index Percentage Wise Section-1 Km 0.00 to Km 9.394
(Start Point of Rail cum Road Viaduct) ............................................................................................... 57
Figure 3-8:-Graphical Representation of Rutting Index Percentage Wise Section-2 Km 0.075 (End point of
Rail cum Road Viaduct) to Km 5.198 .................................................................................................. 57
List of Table
Table 2-1:-Ranges of Roughness as per IRC: SP:16-2019..................................................................... 12

3. Page 4 of 70
Table 2-2:-Ranges of Rutting Depth as per IRC:82-2015 ..................................................................... 12
Table 2-3:-ranges of Ravelling Area.................................................................................................... 12
Table 3-1:-Road Inventory for Location Reference Post (LRP) Master ................................................ 16
Table 3-2:- Road Inventory for Carriageway type............................................................................... 16
Table 3-3:- Road Inventory for Carriageway type............................................................................... 17
Table 3-4:- Road Inventory for Pavement type................................................................................... 17
Table 3-5:- Road Inventory for Pavement Width................................................................................ 17
Table 3-6:- Road Inventory for Shoulder Type.................................................................................... 18
Table 3-7:- Road Inventory for Shoulder width .................................................................................. 19
Table 3-8:- Road Inventory for Topography........................................................................................ 19
Table 3-9:- Road Inventory for Cross Section...................................................................................... 20
Table 3-10:- Road Inventory for Drain Type........................................................................................ 21
Table 3-11:- Road Inventory for Service Road .................................................................................... 21
Table 3-12:- Road Inventory for Median Type.................................................................................... 22
Table 3-13:- Road Inventory for Carriageway Furniture...................................................................... 22
Table 3-14:-Road Inventory for Way Side Amenity............................................................................. 35
Table 3-15:-Road Inventory for Structures ......................................................................................... 36
Table 3-16:- Collection of Roughness Data ......................................................................................... 37
Table 3-17:- Data collection of Rutting............................................................................................... 52
Table 3-18:-Visual Condition .............................................................................................................. 58
Table 3-19:-Texture Depth ................................................................................................................. 61

4. Page 5 of 70
Working principles & Applications
The Network Survey Vehicle is based on the latest survey techniques utilizing Laser, Global Positioning System
and Video image processing tools etc. The Survey Vehicle is used for automatic collection of Road Inventory
and Pavement Condition related data required for Road Asset Management, Pavement Maintenance
Management System and Road Safety Audit Related Studies. The system is capable of collecting/capturing the
following information at Highway Speeds:
 Transverse profiling (Rut Depth)
 Pavement Texture in terms of Mean Profile Depth
 Road Geometry Data (cross slope, gradient, curvature)
 GPS coordinates (X, Y, Z) viz. longitude, latitude & altitude
 Video imaging for Roadside furniture / Road Assets
 Video imaging for Pavement Surface Distresses (cracking, patching, potholes, ravelling,
etc.)
Principle of NSV
The following are the principles based on which the NSV vehicle and the data collections are performed: -
 The survey speed shall be within 20 to 110 km/h.
 The pavement surface shall not be wet for data collection using Laser sensors.
 The survey shall be conducted under good daylight conditions for video data.
 The survey system incorporates the use of Laser technique for data collection and so a
trained operator on “Laser Safety” is mandatory.
 The survey vehicle shall only be driven by a “Trained Driver” for safety reasons.
 The system shall not be used for extremely bad road conditions.
Objective of NSV
Surveying of the stretches of the National Highways before start of the work, before issue of
provisional/final completion certificate and at every 6 months after completion of work through NSV
to develop quality road infrastructure in accordance w i t h Ministry's C ircular No. RW/NH-
33044/32/2019-S&R (P&B) dated 13th
November, 2019. The minimum parameter which has to be
recorded using survey with NSV in each lane, not limited to the following:
(i) Inventory of Road;

5. Page 6 of 70
GPS coordinates, Pavement Type, Pavement Width, Terrain, Land use, Shoulder type and width,
Drain Type and Width, Median Type and Width, Wayside Amenities, Crash barrier, Signage etc.
(Note-All inventory items shall be recorded both side of road and Geo-tagged with images)
(ii) Condition of Road;
Roughness, Rutting, Distresses (Cracking, Potholes, Bleeding, Surface failure etc.);
(Note –All inventory items shall be recorded for each lane and Geo-tagged).
Scope of Service
The minimum parameter which has to be recorded using survey with NSV in each lane, not limited to the
following:
(i) Inventory of Road;
GPS coordinates, Pavement Type, Pavement Width, Terrain, Land use, Shoulder type and
width, Drain Type and Width, Median Type and Width, Wayside Amenities, Crash barrier,
Signage etc.
(Note-All inventory items shall be recorded both side of road and Geo-tagged with images)
(ii) Condition of Road;
Roughness, Rutting, Distresses (Cracking, Potholes, Bleeding, Surface failure etc.);
(Note –All inventory items shall be recorded for each lane and Geo-tagged)
iv. Commencement Meeting
Commencement meeting of NSV Survey expert and client was organized to understand the context of
surveying on project stretch and to understand site conditions.
v. Deliverables
The Final Survey Report shall consist of five hard copies and soft copies of the following:
The minimum parameter which has to be recorded using survey with NSV in each lane, not limited to the
following:
(i) Inventory of Road;
GPS coordinates, Pavement Type, Pavement Width, Terrain, Land use, Shoulder type
and width, Drain Type and Width, Median Type and Width, Wayside Amenities, Crash
barrier, Signage’s etc.
(Note-All inventory items shall be recorded both side of road and Geo-tagged with
images)
(ii) Condition of Road;
Roughness, Rutting, Distresses (Cracking, Potholes, Bleeding, Surface failure etc.);
(Note –All inventory items shall be recorded for each lane and Geo-tagged)

6. Page 7 of 70
SECTION-2 : -METHODOLOGY
Data Collection and Methodology
Figure 2-1:-Photograph of NSV Vehicle
Network Survey Vehicle contains various modules to collect road data for Road Assets & pavement
conditions. Network Survey Vehicle is manual method where each and every distress needs to assess
using video data. In this system all outputs are linked via a highly accurate distance measuring
instrument and DGPS system. It allows all the data to be collected in a single pass consequently
minimising both the cost and the time needed to complete the data collection.

7. Page 8 of 70
Features
 Fully integrated system with common data and survey control referencing
 Enables safe and efficient data collection for both urban and rural surveys
 Survey time is reduced by collecting all condition data and imagery in a single pass.
Applications
 Network and project level road data collection
 Routine pavement monitoring surveys
 Roadside inventory and asset management
Laser Profile System
The data collected includes: International Roughness Index (IRI), Ride Number (RN), Rut Depth and
Longitudinal / Transverse Profile of Road
Features
 Operational at highway speeds to reduce survey time and costs
 Measurements possible on all sealed surfaces
 Data is linked to chainage and GPS coordinates
Applications
 Network level surveys with international standard results
 Accurate quality assessments
 Baseline information of road
Available Output
 Roughness
 Longitudinal profile
 Transverse profile
 Rutting
 Distance
Digital Imaging System
The system comprises the latest digital camera technology and produces crisp, high-resolution video
frames to ensure a continuous digital record of the roadway. The calibrated video cameras accurately
log digital images of roadside assets against other parameters such as distance and GPS
Features
 Provides continuous, high-resolution, full-coloured digital images.
 Uses .AVI storage files.
 Data is linked to chainage and GPS coordinates.
 Operational at highway speeds to reduce survey time and costs.
 Images can be used to measure, geo-reference and note points of interest.

8. Page 9 of 70
Applications
 Visual identification of roadside features and assets
 Right-of-way roadside condition assessment
 Asset location for GIS applications
 Road safety assessment
Available Output
 Digital imagery
 GPS location / distance

9. Homogeneous Rating
Video
Creation
Video
Yes
Is
Sample results
Prepare
Flow chart of NSV Analyses
Preparation
Client
Mapping
Finalization
Have all
Rating
Video Rating of Data
Creation Database
Video Rating Inception
Is re-rating required?
QA Data
Continuous Rating
results uploads for client’s reviews
Prepare Draft Report
Yes
Yes
Preparation of Final Report
Client review of Draft Report
QA Draft Report
Analysis and Reporting
Mapping
Finalization of Rating form
Importing data
Train Raters
all ratters been trained?

10. Page 11 of 70
Review & Complete the Systems
Fieldwork Briefing Checklist, Based on
Customer Requirements & Work order
Equipment / Vehicle Checks
Personnel / Training
Review requirements and ensure survey
commences by driving in prescribed
direction and the vehicle is located on the
road as per customer requirements
Copy data to flash drive or
CD and return to office
Check the survey data
prior to data analysis
Problem
Accept
Problem
Problem
Accept
Re-survey
Yes
Problem Fix
Problem
Accept
Yes
F
F
ix
ix
Pr
P
o
rb
olb
elm
e
Accept Problem in data
Re-survey
Problem
Fix
Problem
Check the survey data
prior to data analysis
Copy data to HDD / flash
drive or CD and courier to
office
Constantly reviewing equipment and
road conditions, make required
adjustments of Video data and record
all references, events
ensure survey commences by driving
in prescribed direction and observe
the data on acquisition software
Prior to the survey conduct
required vehicle checks and
record results on the relevant
Review & Complete the Systems
Fieldwork Briefing Checklist, Based
on Customer Requirements & Work
NSV Data Collection
Equipment / Vehicle Checks
Personnel / Training

11. Page 12 of 70
Criteria for Analysis
The following are the parameters and their criteria for analysis of data obtained through NSV survey.
Roughness Survey
The IRI (m) of the per IRC: SP:16-2019 criteria, are presented below in a tabular form.
Table 2-1:-Ranges of Roughness as per IRC: SP:16-2019
Condition Roughness range (in m/km)
Good Less than 2.55
Fair 2.55-3.3
Poor More than 3.3
Rutting Depth
The rut depth for the project as per IRC:82-2015 are presented below in a tabular form:
Table 2-2:-Ranges of Rutting Depth as per IRC:82-2015
Condition Rut Depth Range (in mm)
Good Less than 5 mm
Fair 5-10 mm
Poor More than 10 mm
Visual Pavement Condition
The total 10 distresses of the pavement have been taken in the analysis for flexible pavements rating
which is presented below:
1. Ravelling
Percent of pavement area affected by ravelling, which is converted to the following rating scale:
Table 2-3:-ranges of Ravelling Area
Code Condition
Ravelling
Area
1 V. Poor >30
2 Poor 11-30%
3 Fair 6-10%
4 Good 1-5%
5 V. Good 0

12. Page 13 of 70
2. Pot Holes
No of pot holes which is converted to the following rating scale:
Code Condition Potholes
1 V. Poor >5
2 Poor 3-5
3 Fair 2
4 Good 1
5 V. Good 0
3. Edge Break
Pavement area containing edge breaks, which is converted to the following rating scales:
Code Condition Edge Break Area
1 V. Poor >5
2 Poor 1-5%
3 Fair 1-0.5%
4 Good 0.5-0%
5 V. Good 0
4. Cracking
Percentage of pavement area affected by cracking, which is converted to the following rating scale:
Code Condition Cracking Area
1 V. Poor >30
2 Poor 21-30%
3 Fair 11-20%
4 Good 5-10%
5 V. Good <5

13. Page 14 of 70
5. Disintegration
Percentage of pavement area affected by disintegration, which is converted to the following rating
scale:
Code Condition disintegration Range
1 V. Poor
>50 %
2 Poor
20-50 %
3 Fair
10-20 %
4 Good
1-10 %
5 V. Good
<1 %
6. Depression
Percentage of pavement area affected by Depression, which is converted to the following rating
scale:
Code Condition Depression
1 V. Poor >5 %
2 Poor 3-5 %
3 Fair 1-2%
4 Good 0-1%
5 V. Good 0 %
7. Bleeding
Percentage of pavement area affected by Bleeding, which is converted to the following rating scale:
Code Condition Bleeding Range
1 V. Poor
>50 %
2 Poor
20-50 %
3 Fair
10-20 %
4 Good
1-10 %
5 V. Good
<1 %

14. Page 15 of 70
8. Patching
Percentage of pavement area affected by patching, which is converted to the following rating scale:
Code Condition Patching Range
1 V. Poor
>30 %
2 Poor
16-30 %
3 Fair
6-15 %
4 Good
2-5 %
5 V. Good
<2 %
9. Shoulder Condition
Code Condition
1 Poor
2 Fair
3 Good

15. Page 16 of 70
SECTION-3 : RESULTS
Road Inventory
Location Reference Post (LRP) Master
The Following Details were collected for Location Reference Post (LRP) Master and presented in the Table 3-1.
Table 3-1:-Road Inventory for Location Reference Post (LRP) Master
NH Number Section Code LRP Name Chainage Direction Latitude Longitude Altitude Survey Date
Section 1- Km 0.00 to Km 9.394 (Start point of Rail Cum Road via Duct)
NH-333B TTL-MGB Road Start 0+000 Increasing 25.3464146 86.51508167 37.78 17-10-2022
NH-333B TTL-MGB Road End 9+394 Increasing 25.38972459 86.46626563 68.75 17-10-2022
NH-333B MGB-TTL Road Start 9+394 Decreasing 25.38976933 86.46630427 68.67 17-10-2022
NH-333B MGB-TTL Road End 0+000 Decreasing 25.34638339 86.51529447 46.68 17-10-2022
Section 2- Km 0.075 (End point of Rail Cum Road via Duct) to Km 5.198
NH-333B MGB-KHG Road Start 0+075 Increasing 25.41561163 86.44084362 69.71 17-10-2022
NH-333B MGB-KHG Road End 5+198 Increasing 25.46068962 86.44151376 44.59 17-10-2022
NH-333B KHG-MGB Road Start 5+198 Decreasing 25.46100821 86.4415997 7.83 17-10-2022
NH-333B KHG-MGB Road End 0+075 Decreasing 25.41560679 86.44081095 55.27 17-10-2022
Carriageway Type
The Following Details were collected for Carriageway Type and presented in the Table 3-2.
Table 3-2:- Road Inventory for Carriageway type
NH
Number
Section
Code
Start
Chainage
End
Chainage
Carriageway
Type
Survey
Date
Start End
Latitude Longitude Latitude Longitude
Section 1- Km 0.00 to Km 9.394 (Start point of Rail Cum Road via Duct)
NH-333B TTL-MGB 0+000 9+394 Undivided 17-10-2022 25.3464146 86.51508167 25.38972459 86.46626563
Section 2- Km 0.075 (End point of Rail Cum Road via Duct) to Km 5.198
NH-333B MGB-KHG 0+075 5+198 Undivided 17-10-2022 25.4156116 86.44084362 25.46068962 86.44151376

16. Page 17 of 70
Road Type
The Following Details were collected for Road Type and presented in the Table 3-3.
Table 3-3:- Road Inventory for Carriageway type
NH
Number
Section
Code
Start
Chainage
End
Chainage
Road
Type
Survey
Date
Start End
Latitude Longitude Latitude Longitude
Section 1- Km 0.00 to Km 9.394 (Start point of Rail Cum Road via Duct)
NH-333B TTL-MGB 0+000 9+394 Two Lane 17-10-2022 25.3464146 86.51508167 25.38972459 86.46626563
Section 2- Km 0.075 (End point of Rail Cum Road via Duct) to Km 5.198
NH-333B MGB-KHG 0+075 5+198 Two Lane 17-10-2022 25.41561163 86.44084362 25.46068962 86.44151376
Pavement type
The Following Details were collected for Pavement Type and presented in the Table 3-4.
Table 3-4:- Road Inventory for Pavement type
Sr. No.
Section
Code
Start
Chainage
End
Chainage
Pavement
Type
BT/CC
Direction Length (m)
Start End
Latitude Longitude Latitude Longitude
Section 1- Km 0.00 to Km 9.394 (Start point of Rail Cum Road via Duct)
1 TTL-MGB 0+000 9+394 BT LHS 9394.00 25.3464146 86.51508167 25.38972459 86.46626563
2 MGB-TTL 9+394 0+000 BT RHS 9394.00 25.38976933 86.46630427 25.34638339 86.51529447
Section 2- Km 0.075 (End point of Rail Cum Road via Duct) to Km 5.198
3 MGB-KHG 0+075 5+198 BT LHS 5123.00 25.41561163 86.44084362 25.46068962 86.44151376
4 KHG-MGB 5+198 0+075 BT RHS 5123.00 25.46100821 86.4415997 25.41560679 86.44081095
Pavement Width
The following Details were collected for pavement width and Presented in the Table 3-5.
Table 3-5:- Road Inventory for Pavement Width

17. Authority’s Engineer Services for Supervision of Construction of approaches to Rail cum Road Bridge across River Ganga at Munger Ghat near Munger from
Km 0.00 (Km 74.7 of NH-80) to Km 9.394 (Start point of Rail cum Road Viaduct) and Km 0.075 (end point of Rail cum Road Viaduct) to Km 5.198 (Km 262.8
of NH-31) in the State of Bihar on EPC Mode.
Page 18 of 70
NH
Number
Section
Code
Start
Chainage
End
Chainage
Direction
Pavement Width
(m)
Pavement
Width
Value (m)
Survey
Date
Start End
Latitude Longitude Latitude Longitude
Section 1- Km 0.00 to Km 9.394 (Start point of Rail Cum Road via Duct)
NH-333B TTL-MGB 0+000 8+590 Increasing >=3.5m and <=5.5m 5.00 17-10-2022 25.3464146 86.51508167 25.39130758 86.47386736
NH-333B TTL-MGB 8+590 9+394 Increasing >=3.5m and <=5.5m 3.50 17-10-2022 25.39130758 86.47386736 25.38972459 86.46626563
NH-333B MGB-TTL 9+394 8+595 Decreasing >=3.5m and <=5.5m 3.50 17-10-2022 25.38976933 86.46630427 25.3913225 86.47376004
NH-333B MGB-TTL 8+595 0+000 Decreasing >=3.5m and <=5.5m 5.00 17-10-2022 25.3913225 86.47376004 25.34638339 86.51529447
Section 2- Km 0.075 (End point of Rail Cum Road via Duct) to Km 5.198
NH-333B MGB-KHG 0+075 0+780 Increasing >=3.5m and <=5.5m 3.50 17-10-2022 25.41561163 86.44084362 25.42156276 86.4403205
NH-333B MGB-KHG 0+780 5+198 Increasing >=3.5m and <=5.5m 5.00 17-10-2022 25.42156276 86.4403205 25.46068962 86.44151376
NH-333B KHG-MGB 5+198 0+770 Decreasing >=3.5m and <=5.5m 5.00 17-10-2022 25.46100821 86.4415997 25.42141329 86.44023182
NH-333B KHG-MGB 0+770 0+075 Decreasing >=3.5m and <=5.5m 3.50 17-10-2022 25.42141329 86.44023182 25.41560679 86.44081095
Shoulder Type
The following Details were collected shoulder type and presented in the Table 3-6.
Table 3-6:- Road Inventory for Shoulder Type
NH
Number
Section
Code
Chainage
Direction
Shoulder
Type
Survey
Date
Start End
Start End Latitude Longitude Latitude Longitude
Section 1- Km 0.00 to Km 9.394 (Start point of Rail Cum Road via Duct)
NH-333B TTL-MGB 0+000 8+590 Increasing Paved 17-10-2022 25.3464146 86.51508167 25.39130758 86.47386736
NH-333B TTL-MGB 8+590 9+394 Increasing None 17-10-2022 25.39130758 86.47386736 25.38972459 86.46626563
NH-333B MGB-TTL 9+394 8+595 Decreasing None 17-10-2022 25.38976933 86.46630427 25.3913225 86.47376004
NH-333B MGB-TTL 8+595 0+000 Decreasing Paved 17-10-2022 25.3913225 86.47376004 25.34638339 86.51529447
Section 2- Km 0.075 (End point of Rail Cum Road via Duct) to Km 5.198
NH-333B MGB-KHG 0+075 0+780 Increasing None 17-10-2022 25.41561163 86.44084362 25.42156276 86.4403205
NH-333B MGB-KHG 0+780 5+198 Increasing Paved 17-10-2022 25.42156276 86.4403205 25.46068962 86.44151376
NH-333B KHG-MGB 5+198 0+770 Decreasing Paved 17-10-2022 25.46100821 86.4415997 25.42141329 86.44023182

18. Authority’s Engineer Services for Supervision of Construction of approaches to Rail cum Road Bridge across River Ganga at Munger Ghat near Munger from
Km 0.00 (Km 74.7 of NH-80) to Km 9.394 (Start point of Rail cum Road Viaduct) and Km 0.075 (end point of Rail cum Road Viaduct) to Km 5.198 (Km 262.8
of NH-31) in the State of Bihar on EPC Mode.
Page 19 of 70
NH
Number
Section
Code
Chainage
Direction
Shoulder
Type
Survey
Date
Start End
Start End Latitude Longitude Latitude Longitude
NH-333B KHG-MGB 0+770 0+075 Decreasing None 17-10-2022 25.42141329 86.44023182 25.41560679 86.44081095
Shoulder width
The following Details were collected shoulder width and presented in the Table 3-7.
Table 3-7:- Road Inventory for Shoulder width
NH
Number
Section
Code
Start
Chainage
End
Chainage
Direction
Shoulder Width
Value (m)
Shoulder
Width
(m)
Survey
Date
Start End
Latitude Longitude Latitude Longitude
Section 1- Km 0.00 to Km 9.394 (Start point of Rail Cum Road via Duct)
NH-333B TTL-MGB 0+000 8+590 Increasing >=0m and <=1.5m 1.5 17-10-2022 25.3464146 86.51508167 25.39130758 86.47386736
NH-333B TTL-MGB 8+590 9+394 Increasing >=0m and <=1.5m 0 17-10-2022 25.39130758 86.47386736 25.38972459 86.46626563
NH-333B MGB-TTL 9+394 8+595 Decreasing >=0m and <=1.5m 0 17-10-2022 25.38976933 86.46630427 25.3913225 86.47376004
NH-333B MGB-TTL 8+595 0+000 Decreasing >=0m and <=1.5m 1.5 17-10-2022 25.3913225 86.47376004 25.34638339 86.51529447
Section 2- Km 0.075 (End point of Rail Cum Road via Duct) to Km 5.198
NH-333B MGB-KHG 0+075 0+780 Increasing >=0m and <=1.5m 0 17-10-2022 25.41561163 86.44084362 25.42156276 86.4403205
NH-333B MGB-KHG 0+780 5+198 Increasing >=0m and <=1.5m 1.5 17-10-2022 25.42156276 86.4403205 25.46068962 86.44151376
NH-333B KHG-MGB 5+198 0+770 Decreasing >=0m and <=1.5m 1.5 17-10-2022 25.46100821 86.4415997 25.42141329 86.44023182
NH-333B KHG-MGB 0+770 0+075 Decreasing >=0m and <=1.5m 0 17-10-2022 25.42141329 86.44023182 25.41560679 86.44081095
Topography
The following Details were collected for Topography of the project and presented in the Table 3-8.
Table 3-8:- Road Inventory for Topography

19. Authority’s Engineer Services for Supervision of Construction of approaches to Rail cum Road Bridge across River Ganga at Munger Ghat near Munger from
Km 0.00 (Km 74.7 of NH-80) to Km 9.394 (Start point of Rail cum Road Viaduct) and Km 0.075 (end point of Rail cum Road Viaduct) to Km 5.198 (Km 262.8
of NH-31) in the State of Bihar on EPC Mode.
Page 20 of 70
NH
Number
Section
Code
Start
Chainage
End
Chainage
Topography Survey Date
Start End
Latitude Longitude Latitude Longitude
Section 1- Km 0.00 to Km 9.394 (Start point of Rail Cum Road via Duct)
NH-333B TTL-MGB 0+000 9+394 Plain 17-10-2022 25.3464146 86.51508167 25.38972459 86.46626563
Section 2- Km 0.075 (End point of Rail Cum Road via Duct) to Km 5.198
NH-333B MGB-KHG 0+075 5+198 Plain 17-10-2022 25.41561163 86.44084362 25.46068962 86.44151376
Cross Section
The following Details were collected for cross section of the Highway and presented in the Table 3-9:
Table 3-9:- Road Inventory for Cross Section
NH
Number
Section
Code
Start
Chainage
End
Chainage
Direction
Cross
Section
Survey
Date
Start End
Latitude Longitude Latitude Longitude
Section 1- Km 0.00 to Km 9.394 (Start point of Rail Cum Road via Duct)
NH-333B TTL-MGB 0+000 1+265 Increasing Fill 17-10-2022 25.3464146 86.51508167 25.35365354 86.50584029
NH-333B TTL-MGB 1+265 1+740 Increasing Level 17-10-2022 25.35365354 86.50584029 25.35667609 86.50260679
NH-333B TTL-MGB 1+740 9+394 Increasing Fill 17-10-2022 25.35667609 86.50260679 25.38972459 86.46626563
NH-333B MGB-TTL 9+394 1+725 Decreasing Fill 17-10-2022 25.38976933 86.46630427 25.35661356 86.50266568
NH-333B MGB-TTL 1+725 1+220 Decreasing Level 17-10-2022 25.35661356 86.50266568 25.35349563 86.50614102
NH-333B MGB-TTL 1+220 0+000 Decreasing Fill 17-10-2022 25.35349563 86.50614102 25.34638339 86.51529447
Section 2- Km 0.075 (End point of Rail Cum Road via Duct) to Km 5.198
NH-333B MGB-KHG 0+075 1+415 Increasing Fill 17-10-2022 25.41561163 86.44084362 25.42666238 86.44225029
NH-333B MGB-KHG 1+415 1+670 Increasing Level 17-10-2022 25.42666238 86.44225029 25.42856013 86.44365229
NH-333B MGB-KHG 1+670 2+935 Increasing Fill 17-10-2022 25.42856013 86.44365229 25.43993417 86.44333659
NH-333B MGB-KHG 2+935 3+035 Increasing Level 17-10-2022 25.43993417 86.44333659 25.44083276 86.44324727
NH-333B MGB-KHG 3+035 5+198 Increasing Fill 17-10-2022 25.44083276 86.44324727 25.46068962 86.44151376
NH-333B KHG-MGB 5+198 0+075 Decreasing Fill 17-10-2022 25.46100821 86.4415997 25.41560679 86.44081095

20. Page 21 of 70
Drain Type
The following Details were collected for drain type of the project Highway and presented in the Table 3-10:
Table 3-10:- Road Inventory for Drain Type
NH
Number
Section
Start
Chainage
End
Chainage
Direction Drain Type
Survey
Date
Start End
Latitude Longitude Latitude Longitude
Section 1- Km 0.00 to Km 9.394 (Start point of Rail Cum Road via Duct)
NH-333B TTL-MGB 0+000 9+394 Increasing Not Present 17-10-2022 25.3464146 86.51508167 25.38972459 86.46626563
NH-333B MGB-TTL 9+394 0+000 Decreasing Not Present 17-10-2022 25.38976933 86.46630427 25.34638339 86.51529447
Section 2- Km 0.075 (End point of Rail Cum Road via Duct) to Km 5.198
NH-333B MGB-KHG 0+075 5+198 Increasing Not Present 17-10-2022 25.41561163 86.44084362 25.46068962 86.44151376
NH-333B KHG-MGB 5+198 0+075 Decreasing Not Present 17-10-2022 25.46100821 86.4415997 25.41560679 86.44081095
Service Road
The following Details were collected for drain type of the project Highway and presented in the Table 3-11:
Table 3-11:- Road Inventory for Service Road
NH
Number
Section
Code
Chainage
Direction
Pavement
Width
Survey
Date
Start End
Remarks
Start End Latitude Longitude Latitude Longitude
Section 1- Km 0.00 to Km 9.394 (Start point of Rail Cum Road via Duct)
NH-333B TTL-MGB 0+000 9+394 Increasing Not Present 17-10-2022 25.3464146 86.51508167 25.38972459 86.46626563 Under Construction
NH-333B MGB-TTL 9+394 0+000 Decreasing Not Present 17-10-2022 25.38976933 86.46630427 25.34638339 86.51529447 Under Construction
Section 2- Km 0.075 (End point of Rail Cum Road via Duct) to Km 5.198
NH-333B MGB-KHG 0+075 5+198 Increasing Not Present 17-10-2022 25.41561163 86.44084362 25.46068962 86.44151376 Not Present
NH-333B KHG-MGB 5+198 0+075 Decreasing Not Present 17-10-2022 25.46060076 86.44153353 25.41560679 86.44081095 Not Present
Median Type
The following Details were collected for median type on the project Highway and presented in the Table 3-12:

21. Page 22 of 70
Table 3-12:- Road Inventory for Median Type
NH
Number
Section
Chainage
Direction
Median
Type
Median
Width
(m)
Survey
Date
Start End
Start End Latitude Longitude Latitude Longitude
Section 1- Km 0.00 to Km 9.394 (Start point of Rail Cum Road via Duct)
NH-333B TTL-MGB 0+000 9+394 Increasing Not Present 0 17-10-2022 25.3464146 86.51508167 25.38972459 86.46626563
NH-333B MGB-TTL 9+394 0+000 Decreasing Not Present 0 17-10-2022 25.38976933 86.46630427 25.34638339 86.51529447
Section 2- Km 0.075 (End point of Rail Cum Road via Duct) to Km 5.198
NH-333B MGB-KHG 0+075 5+198 Increasing Not Present 0 17-10-2022 25.41561163 86.44084362 25.46068962 86.44151376
NH-333B KHG-MGB 5+198 0+075 Decreasing Not Present 0 17-10-2022 25.46100821 86.4415997 25.41560679 86.44081095
Carriageway Furniture
The Following Details are collected for Carriageway Furniture on the project Highway and presented in the Table 3-13:
Table 3-13:- Road Inventory for Carriageway Furniture
NH
Number
Section
Chainage
Direction Event Type
Survey
Date
Start End
Start End Latitude Longitude Latitude Longitude
Section 1- Km 0.00 to Km 9.394 (Start point of Rail Cum Road via Duct)
NH-333B TTL-MGB 0+015 Increasing Chevron Sign 17-10-2022 25.34649357 86.51504681
NH-333B TTL-MGB 0+105 Increasing Informatory Gantry 17-10-2022 25.3469066 86.5143612
NH-333B TTL-MGB 0+435 0+455 Increasing Cement Concrete Crash Barrier 17-10-2022 25.34885859 86.51201141 25.34898031 86.51186618
NH-333B TTL-MGB 1+220 Increasing Warning Sign 17-10-2022 25.35340609 86.50619355
NH-333B TTL-MGB 1+340 Increasing Chevron Sign 17-10-2022 25.35406624 86.50525095
NH-333B TTL-MGB 1+455 Increasing Informatory Gantry 17-10-2022 25.3547011 86.50434841
NH-333B TTL-MGB 1+455 Increasing Chevron Sign 17-10-2022 25.3547011 86.50434841
NH-333B TTL-MGB 1+520 Increasing Chevron Sign 17-10-2022 25.35507022 86.50384611
NH-333B TTL-MGB 1+575 Increasing Chevron Sign 17-10-2022 25.35541135 86.50344783
NH-333B TTL-MGB 1+600 Increasing Informatory Sign 17-10-2022 25.35558056 86.50328434

22. Page 23 of 70
NH
Number
Section
Chainage
Direction Event Type
Survey
Date
Start End
Start End Latitude Longitude Latitude Longitude
NH-333B TTL-MGB 1+685 Increasing Regulatory Sign 17-10-2022 25.35621595 86.50281481
NH-333B TTL-MGB 1+695 Increasing Chevron Sign 17-10-2022 25.35629797 86.50277236
NH-333B TTL-MGB 1+740 1+875 Increasing W-Beam Crash Barrier 17-10-2022 25.35667609 86.50260679 25.35787666 86.50236832
NH-333B TTL-MGB 1+750 Increasing Chevron Sign 17-10-2022 25.35676132 86.50257342
NH-333B TTL-MGB 1+855 Increasing Chevron Sign 17-10-2022 25.35769535 86.50238021
NH-333B TTL-MGB 1+910 Increasing Chevron Sign 17-10-2022 25.3581905 86.50238921
NH-333B TTL-MGB 1+985 Increasing Chevron Sign 17-10-2022 25.35885491 86.50251658
NH-333B TTL-MGB 2+055 Increasing Chevron Sign 17-10-2022 25.35944641 86.50275331
NH-333B TTL-MGB 2+105 Increasing Chevron Sign 17-10-2022 25.35984019 86.50299458
NH-333B TTL-MGB 2+170 Increasing Chevron Sign 17-10-2022 25.36030833 86.5033813
NH-333B TTL-MGB 2+170 2+215 Increasing W-Beam Crash Barrier 17-10-2022 25.36030833 86.5033813 25.36059573 86.50369612
NH-333B TTL-MGB 2+215 Increasing Chevron Sign 17-10-2022 25.36059573 86.50369612
NH-333B TTL-MGB 2+285 Increasing Chevron Sign 17-10-2022 25.36097682 86.50424858
NH-333B TTL-MGB 2+350 Increasing Chevron Sign 17-10-2022 25.36128556 86.50479547
NH-333B TTL-MGB 2+415 2+465 Increasing W-Beam Crash Barrier 17-10-2022 25.361584 86.50534897 25.36181744 86.50577221
NH-333B TTL-MGB 2+850 3+265 Increasing W-Beam Crash Barrier 17-10-2022 25.36436023 86.50836219 25.3679689 86.50933443
NH-333B TTL-MGB 3+120 Increasing Warning Sign 17-10-2022 25.36667434 86.50913494
NH-333B TTL-MGB 3+265 3+295 Increasing Cement Concrete Crash Barrier 17-10-2022 25.3679689 86.50933443 25.36823702 86.50937804
NH-333B TTL-MGB 3+295 4+005 Increasing W-Beam Crash Barrier 17-10-2022 25.36823702 86.50937804 25.37371808 86.50693289
NH-333B TTL-MGB 4+005 4+045 Increasing Cement Concrete Crash Barrier 17-10-2022 25.37371808 86.50693289 25.3738655 86.50657126
NH-333B TTL-MGB 4+045 4+570 Increasing W-Beam Crash Barrier 17-10-2022 25.3738655 86.50657126 25.37581454 86.50188972
NH-333B TTL-MGB 4+180 Increasing Chevron Sign 17-10-2022 25.37432522 86.50533185
NH-333B TTL-MGB 4+320 Increasing Chevron Sign 17-10-2022 25.37480684 86.50404848
NH-333B TTL-MGB 4+405 Increasing Chevron Sign 17-10-2022 25.37511302 86.50327579
NH-333B TTL-MGB 4+470 Increasing Chevron Sign 17-10-2022 25.37537916 86.50270145
NH-333B TTL-MGB 4+570 4+590 Increasing Cement Concrete Crash Barrier 17-10-2022 25.37581454 86.50188972 25.37590864 86.50172042
NH-333B TTL-MGB 4+590 4+690 Increasing W-Beam Crash Barrier 17-10-2022 25.37590864 86.50172042 25.37638 86.50087396
NH-333B TTL-MGB 4+690 4+715 Increasing Cement Concrete Crash Barrier 17-10-2022 25.37638 86.50087396 25.37649481 86.50066042

23. Page 24 of 70
NH
Number
Section
Chainage
Direction Event Type
Survey
Date
Start End
Start End Latitude Longitude Latitude Longitude
NH-333B TTL-MGB 4+715 5+125 Increasing W-Beam Crash Barrier 17-10-2022 25.37649481 86.50066042 25.37808843 86.4969983
NH-333B TTL-MGB 4+950 Increasing Chevron Sign 17-10-2022 25.37748925 86.49859988
NH-333B TTL-MGB 5+065 Increasing Chevron Sign 17-10-2022 25.37788792 86.49755094
NH-333B TTL-MGB 5+120 Increasing Chevron Sign 17-10-2022 25.37807129 86.49704398
NH-333B TTL-MGB 5+125 5+160 Increasing Cement Concrete Crash Barrier 17-10-2022 25.37808843 86.4969983 25.37821187 86.49667838
NH-333B TTL-MGB 5+160 5+275 Increasing W-Beam Crash Barrier 17-10-2022 25.37821187 86.49667838 25.37875956 86.49571199
NH-333B TTL-MGB 5+215 Increasing Chevron Sign 17-10-2022 25.37844565 86.49619729
NH-333B TTL-MGB 5+265 Increasing Chevron Sign 17-10-2022 25.37870355 86.49578987
NH-333B TTL-MGB 5+275 5+290 Increasing Cement Concrete Crash Barrier 17-10-2022 25.37875956 86.49571199 25.37884521 86.49559676
NH-333B TTL-MGB 5+290 5+800 Increasing W-Beam Crash Barrier 17-10-2022 25.37884521 86.49559676 25.38270102 86.49301343
NH-333B TTL-MGB 5+320 Increasing Chevron Sign 17-10-2022 25.37901784 86.49536794
NH-333B TTL-MGB 5+365 Increasing Warning Sign 17-10-2022 25.3792625 86.49501264
NH-333B TTL-MGB 5+380 Increasing Chevron Sign 17-10-2022 25.37934309 86.49489312
NH-333B TTL-MGB 5+425 Increasing Chevron Sign 17-10-2022 25.37960636 86.49455215
NH-333B TTL-MGB 5+450 Increasing Chevron Sign 17-10-2022 25.3797747 86.49438559
NH-333B TTL-MGB 5+630 Increasing Warning Sign 17-10-2022 25.38123757 86.4935104
NH-333B TTL-MGB 5+800 5+815 Increasing Cement Concrete Crash Barrier 17-10-2022 25.38270102 86.49301343 25.38283099 86.49297123
NH-333B TTL-MGB 5+815 5+925 Increasing W-Beam Crash Barrier 17-10-2022 25.38283099 86.49297123 25.38377912 86.4926516
NH-333B TTL-MGB 5+925 5+950 Increasing Cement Concrete Crash Barrier 17-10-2022 25.38377912 86.4926516 25.38399599 86.49258105
NH-333B TTL-MGB 5+950 6+275 Increasing W-Beam Crash Barrier 17-10-2022 25.38399599 86.49258105 25.38657239 86.49120541
NH-333B TTL-MGB 6+115 Increasing Chevron Sign 17-10-2022 25.38535112 86.49204735
NH-333B TTL-MGB 6+240 Increasing Chevron Sign 17-10-2022 25.38630747 86.49139476
NH-333B TTL-MGB 6+275 6+320 Increasing Cement Concrete Crash Barrier 17-10-2022 25.38657239 86.49120541 25.38688212 86.49100124
NH-333B TTL-MGB 6+320 6+540 Increasing W-Beam Crash Barrier 17-10-2022 25.38688212 86.49100124 25.38870457 86.49030075
NH-333B TTL-MGB 6+355 Increasing Chevron Sign 17-10-2022 25.38716335 86.49084458
NH-333B TTL-MGB 6+430 Increasing Warning Sign 17-10-2022 25.3877861 86.490555
NH-333B TTL-MGB 6+475 Increasing Chevron Sign 17-10-2022 25.3881755 86.49042696
NH-333B TTL-MGB 6+540 6+575 Increasing Cement Concrete Crash Barrier 17-10-2022 25.38870457 86.49030075 25.38901729 86.4902502

24. Page 25 of 70
NH
Number
Section
Chainage
Direction Event Type
Survey
Date
Start End
Start End Latitude Longitude Latitude Longitude
NH-333B TTL-MGB 6+555 Increasing Chevron Sign 17-10-2022 25.38883857 86.49027684
NH-333B TTL-MGB 6+575 7+000 Increasing W-Beam Crash Barrier 17-10-2022 25.38901729 86.4902502 25.39255168 86.48917217
NH-333B TTL-MGB 6+950 Increasing Regulatory Sign 17-10-2022 25.39216367 86.48942351
NH-333B TTL-MGB 7+000 7+055 Increasing Cement Concrete Crash Barrier 17-10-2022 25.39255168 86.48917217 25.39294476 86.48884032
NH-333B TTL-MGB 7+055 7+685 Increasing W-Beam Crash Barrier 17-10-2022 25.39294476 86.48884032 25.39327805 86.48266949
NH-333B TTL-MGB 7+685 7+720 Increasing Cement Concrete Crash Barrier 17-10-2022 25.39327805 86.48266949 25.39320619 86.48233221
NH-333B TTL-MGB 7+720 7+900 Increasing W-Beam Crash Barrier 17-10-2022 25.39320619 86.48233221 25.39275155 86.48056481
NH-333B TTL-MGB 7+900 7+950 Increasing Cement Concrete Crash Barrier 17-10-2022 25.39275155 86.48056481 25.39263034 86.48008629
NH-333B TTL-MGB 7+970 8+280 Increasing W-Beam Crash Barrier 17-10-2022 25.39258307 86.47989447 25.39191731 86.47685118
NH-333B TTL-MGB 8+385 Increasing Regulatory Sign 17-10-2022 25.39170348 86.47585237
NH-333B TTL-MGB 8+420 Increasing Regulatory Sign 17-10-2022 25.39163922 86.47551105
NH-333B TTL-MGB 8+435 8+600 Increasing W-Beam Crash Barrier 17-10-2022 25.39161139 86.47536561 25.39128777 86.47377071
NH-333B TTL-MGB 8+600 9+394 Increasing Cement Concrete Crash Barrier 17-10-2022 25.39128777 86.47377071 25.38972459 86.46626563
NH-333B TTL-MGB 8+625 Increasing Single Arm Street Light 17-10-2022 25.39123507 86.47352995
NH-333B TTL-MGB 8+655 Increasing Single Arm Street Light 17-10-2022 25.39115893 86.47319373
NH-333B TTL-MGB 8+690 Increasing Single Arm Street Light 17-10-2022 25.3910767 86.47285926
NH-333B TTL-MGB 8+720 Increasing Single Arm Street Light 17-10-2022 25.39100064 86.47257472
NH-333B TTL-MGB 8+760 Increasing Single Arm Street Light 17-10-2022 25.39089302 86.47219889
NH-333B TTL-MGB 8+795 Increasing Single Arm Street Light 17-10-2022 25.39077231 86.47187886
NH-333B TTL-MGB 8+825 Increasing Single Arm Street Light 17-10-2022 25.39068271 86.4715984
NH-333B TTL-MGB 8+865 Increasing Single Arm Street Light 17-10-2022 25.39054222 86.4712348
NH-333B TTL-MGB 8+900 Increasing Single Arm Street Light 17-10-2022 25.39042319 86.47091364
NH-333B TTL-MGB 8+935 Increasing Single Arm Street Light 17-10-2022 25.39031367 86.47058901
NH-333B TTL-MGB 8+965 Increasing Single Arm Street Light 17-10-2022 25.39022788 86.47030705
NH-333B TTL-MGB 9+005 Increasing Single Arm Street Light 17-10-2022 25.39009157 86.46994316
NH-333B TTL-MGB 9+040 Increasing Single Arm Street Light 17-10-2022 25.38997315 86.46962157
NH-333B TTL-MGB 9+075 Increasing Single Arm Street Light 17-10-2022 25.38985791 86.46929898
NH-333B TTL-MGB 9+105 Increasing Single Arm Street Light 17-10-2022 25.38974421 86.46897566

25. Page 26 of 70
NH
Number
Section
Chainage
Direction Event Type
Survey
Date
Start End
Start End Latitude Longitude Latitude Longitude
NH-333B TTL-MGB 9+120 Increasing Chevron Sign 17-10-2022 25.38969752 86.4688366
NH-333B TTL-MGB 9+140 Increasing Single Arm Street Light 17-10-2022 25.38963351 86.46865191
NH-333B TTL-MGB 9+145 Increasing Warning Sign 17-10-2022 25.38961717 86.46860583
NH-333B TTL-MGB 9+170 Increasing Chevron Sign 17-10-2022 25.38953674 86.46837521
NH-333B TTL-MGB 9+170 Increasing Single Arm Street Light 17-10-2022 25.38953674 86.46837521
NH-333B TTL-MGB 9+205 Increasing Chevron Sign 17-10-2022 25.38943063 86.468049
NH-333B TTL-MGB 9+205 Increasing Single Arm Street Light 17-10-2022 25.38943063 86.468049
NH-333B TTL-MGB 9+235 Increasing Chevron Sign 17-10-2022 25.38936509 86.46776031
NH-333B TTL-MGB 9+245 Increasing Single Arm Street Light 17-10-2022 25.38935268 86.4676617
NH-333B TTL-MGB 9+260 Increasing Chevron Sign 17-10-2022 25.38934375 86.46751316
NH-333B TTL-MGB 9+280 Increasing Single Arm Street Light 17-10-2022 25.38934866 86.46731457
NH-333B TTL-MGB 9+295 Increasing Chevron Sign 17-10-2022 25.38936432 86.46716652
NH-333B TTL-MGB 9+310 Increasing Single Arm Street Light 17-10-2022 25.38938927 86.46701996
NH-333B TTL-MGB 9+320 Increasing Chevron Sign 17-10-2022 25.38941087 86.46692297
NH-333B TTL-MGB 9+340 Increasing Chevron Sign 17-10-2022 25.38946879 86.46673446
NH-333B TTL-MGB 9+345 Increasing Single Arm Street Light 17-10-2022 25.38948617 86.46668851
NH-333B TTL-MGB 9+365 Increasing Chevron Sign 17-10-2022 25.38957032 86.46651176
NH-333B TTL-MGB 9+375 Increasing Single Arm Street Light 17-10-2022 25.38961859 86.46642749
NH-333B TTL-MGB 9+390 Increasing Chevron Sign 17-10-2022 25.38969653 86.46630526
NH-333B MGB-TTL 9+394 8+605 Decreasing Cement Concrete Crash Barrier 17-10-2022 25.38976933 86.46630427 25.39130159 86.47366373
NH-333B MGB-TTL 9+370 Decreasing Single Arm Street Light 17-10-2022 25.38964339 86.46649407
NH-333B MGB-TTL 9+340 Decreasing Single Arm Street Light 17-10-2022 25.38951903 86.46675631
NH-333B MGB-TTL 9+300 Decreasing Single Arm Street Light 17-10-2022 25.3894177 86.46713322
NH-333B MGB-TTL 9+270 Decreasing Single Arm Street Light 17-10-2022 25.38939204 86.46742757
NH-333B MGB-TTL 9+235 Decreasing Single Arm Street Light 17-10-2022 25.38941796 86.46777172
NH-333B MGB-TTL 9+200 Decreasing Single Arm Street Light 17-10-2022 25.38949639 86.46810654
NH-333B MGB-TTL 9+165 Decreasing Single Arm Street Light 17-10-2022 25.38959658 86.46843471
NH-333B MGB-TTL 9+130 Decreasing Single Arm Street Light 17-10-2022 25.38971127 86.46875781

26. Page 27 of 70
NH
Number
Section
Chainage
Direction Event Type
Survey
Date
Start End
Start End Latitude Longitude Latitude Longitude
NH-333B MGB-TTL 9+095 Decreasing Single Arm Street Light 17-10-2022 25.38982487 86.46908181
NH-333B MGB-TTL 9+060 Decreasing Single Arm Street Light 17-10-2022 25.38994115 86.46940519
NH-333B MGB-TTL 9+025 Decreasing Single Arm Street Light 17-10-2022 25.39005541 86.46972891
NH-333B MGB-TTL 8+990 Decreasing Single Arm Street Light 17-10-2022 25.39016992 86.47005254
NH-333B MGB-TTL 8+955 Decreasing Single Arm Street Light 17-10-2022 25.39028568 86.47037592
NH-333B MGB-TTL 8+920 Decreasing Single Arm Street Light 17-10-2022 25.39040119 86.47069941
NH-333B MGB-TTL 8+885 Decreasing Single Arm Street Light 17-10-2022 25.39051234 86.47102437
NH-333B MGB-TTL 8+850 Decreasing Single Arm Street Light 17-10-2022 25.39062585 86.47134839
NH-333B MGB-TTL 8+815 Decreasing Single Arm Street Light 17-10-2022 25.39073753 86.47167368
NH-333B MGB-TTL 8+780 Decreasing Single Arm Street Light 17-10-2022 25.39084715 86.47199959
NH-333B MGB-TTL 8+745 Decreasing Single Arm Street Light 17-10-2022 25.39095863 86.47232487
NH-333B MGB-TTL 8+710 Decreasing Single Arm Street Light 17-10-2022 25.39106021 86.47265396
NH-333B MGB-TTL 8+675 Decreasing Single Arm Street Light 17-10-2022 25.39114922 86.47298762
NH-333B MGB-TTL 8+640 Decreasing Single Arm Street Light 17-10-2022 25.39122821 86.4733247
NH-333B MGB-TTL 8+605 Decreasing Single Arm Street Light 17-10-2022 25.39130159 86.47366373
NH-333B MGB-TTL 8+605 8+435 Decreasing W-Beam Crash Barrier 17-10-2022 25.39130159 86.47366373 25.39163793 86.47531472
NH-333B MGB-TTL 8+290 8+220 Decreasing W-Beam Crash Barrier 17-10-2022 25.39191658 86.47671467 25.39205659 86.47738876
NH-333B MGB-TTL 7+945 7+900 Decreasing Cement Concrete Crash Barrier 17-10-2022 25.39264363 86.48003501 25.392755 86.48046394
NH-333B MGB-TTL 7+900 7+725 Decreasing W-Beam Crash Barrier 17-10-2022 25.392755 86.48046394 25.39319924 86.4821823
NH-333B MGB-TTL 7+720 7+685 Decreasing Cement Concrete Crash Barrier 17-10-2022 25.39321026 86.48223068 25.39328509 86.48256781
NH-333B MGB-TTL 7+685 7+030 Decreasing W-Beam Crash Barrier 17-10-2022 25.39328509 86.48256781 25.39288444 86.48895175
NH-333B MGB-TTL 7+680 Decreasing Warning Sign 17-10-2022 25.39329572 86.48261625
NH-333B MGB-TTL 7+605 Decreasing Chevron Sign 17-10-2022 25.39342802 86.4833968
NH-333B MGB-TTL 7+550 Decreasing Chevron Sign 17-10-2022 25.39352437 86.48393249
NH-333B MGB-TTL 7+485 Decreasing Chevron Sign 17-10-2022 25.39360799 86.48457179
NH-333B MGB-TTL 7+450 Decreasing Chevron Sign 17-10-2022 25.3936411 86.48491713
NH-333B MGB-TTL 7+370 Decreasing Chevron Sign 17-10-2022 25.39367179 86.48576002
NH-333B MGB-TTL 7+300 Decreasing Chevron Sign 17-10-2022 25.3936566 86.4864541

27. Page 28 of 70
NH
Number
Section
Chainage
Direction Event Type
Survey
Date
Start End
Start End Latitude Longitude Latitude Longitude
NH-333B MGB-TTL 7+155 Decreasing Chevron Sign 17-10-2022 25.39350914 86.48788137
NH-333B MGB-TTL 7+095 Decreasing Chevron Sign 17-10-2022 25.39327131 86.48847042
NH-333B MGB-TTL 7+075 Decreasing Regulatory Sign 17-10-2022 25.39317182 86.48863621
NH-333B MGB-TTL 7+030 6+990 Decreasing Cement Concrete Crash Barrier 17-10-2022 25.39288444 86.48895175 25.39259147 86.48918607
NH-333B MGB-TTL 6+990 6+560 Decreasing W-Beam Crash Barrier 17-10-2022 25.39259147 86.48918607 25.38896683 86.49028978
NH-333B MGB-TTL 6+885 Decreasing Chevron Sign 17-10-2022 25.39176658 86.48969837
NH-333B MGB-TTL 6+840 Decreasing Chevron Sign 17-10-2022 25.3914043 86.48990075
NH-333B MGB-TTL 6+710 Decreasing Chevron Sign 17-10-2022 25.39026958 86.49019861
NH-333B MGB-TTL 6+560 6+550 Decreasing Cement Concrete Crash Barrier 17-10-2022 25.38896683 86.49028978 25.38887748 86.49030475
NH-333B MGB-TTL 6+550 6+530 Decreasing W-Beam Crash Barrier 17-10-2022 25.38887748 86.49030475 25.38869994 86.49033787
NH-333B MGB-TTL 6+430 6+325 Decreasing W-Beam Crash Barrier 17-10-2022 25.38782684 86.49057497 25.3869633 86.4909901
NH-333B MGB-TTL 6+410 Decreasing Chevron Sign 17-10-2022 25.38765665 86.49063884
NH-333B MGB-TTL 6+325 6+310 Decreasing Cement Concrete Crash Barrier 17-10-2022 25.3869633 86.4909901 25.38684622 86.49106465
NH-333B MGB-TTL 6+320 Decreasing Chevron Sign 17-10-2022 25.38692379 86.49101448
NH-333B MGB-TTL 6+310 5+960 Decreasing W-Beam Crash Barrier 17-10-2022 25.38684622 86.49106465 25.38408453 86.49259196
NH-333B MGB-TTL 6+220 Decreasing Chevron Sign 17-10-2022 25.3861627 86.49154412
NH-333B MGB-TTL 6+170 Decreasing Chevron Sign 17-10-2022 25.38578251 86.49181131
NH-333B MGB-TTL 6+075 Decreasing Chevron Sign 17-10-2022 25.38502863 86.49225944
NH-333B MGB-TTL 5+960 5+945 Decreasing Cement Concrete Crash Barrier 17-10-2022 25.38408453 86.49259196 25.38395484 86.49263352
NH-333B MGB-TTL 5+945 5+830 Decreasing W-Beam Crash Barrier 17-10-2022 25.38395484 86.49263352 25.38296391 86.492967
NH-333B MGB-TTL 5+905 Decreasing Chevron Sign 17-10-2022 25.38361038 86.49274911
NH-333B MGB-TTL 5+830 5+795 Decreasing Cement Concrete Crash Barrier 17-10-2022 25.38296391 86.492967 25.38266083 86.49306516
NH-333B MGB-TTL 5+795 5+570 Decreasing W-Beam Crash Barrier 17-10-2022 25.38266083 86.49306516 25.3807442 86.49378612
NH-333B MGB-TTL 5+550 5+305 Decreasing W-Beam Crash Barrier 17-10-2022 25.38058732 86.49388238 25.37900417 86.49544652
NH-333B MGB-TTL 5+540 Decreasing Warning Sign 17-10-2022 25.38051009 86.49393337
NH-333B MGB-TTL 5+305 5+290 Decreasing Cement Concrete Crash Barrier 17-10-2022 25.37900417 86.49544652 25.3789163 86.49555978
NH-333B MGB-TTL 5+290 5+165 Decreasing W-Beam Crash Barrier 17-10-2022 25.3789163 86.49555978 25.37829199 86.49658447
NH-333B MGB-TTL 5+220 Decreasing Chevron Sign 17-10-2022 25.37853769 86.49611295

28. Page 29 of 70
NH
Number
Section
Chainage
Direction Event Type
Survey
Date
Start End
Start End Latitude Longitude Latitude Longitude
NH-333B MGB-TTL 5+165 5+130 Decreasing Cement Concrete Crash Barrier 17-10-2022 25.37829199 86.49658447 25.37816394 86.49690128
NH-333B MGB-TTL 5+130 4+710 Decreasing W-Beam Crash Barrier 17-10-2022 25.37816394 86.49690128 25.37653292 86.50065129
NH-333B MGB-TTL 5+035 Decreasing Chevron Sign 17-10-2022 25.37785066 86.49777795
NH-333B MGB-TTL 4+710 4+670 Decreasing Cement Concrete Crash Barrier 17-10-2022 25.37653292 86.50065129 25.37634954 86.50099255
NH-333B MGB-TTL 4+670 4+605 Decreasing W-Beam Crash Barrier 17-10-2022 25.37634954 86.50099255 25.37604833 86.50154554
NH-333B MGB-TTL 4+605 4+565 Decreasing Cement Concrete Crash Barrier 17-10-2022 25.37604833 86.50154554 25.37586292 86.50188584
NH-333B MGB-TTL 4+565 4+075 Decreasing W-Beam Crash Barrier 17-10-2022 25.37586292 86.50188584 25.3740289 86.50624244
NH-333B MGB-TTL 4+240 Decreasing Chevron Sign 17-10-2022 25.37459262 86.5047268
NH-333B MGB-TTL 4+090 Decreasing Chevron Sign 17-10-2022 25.37407981 86.50610453
NH-333B MGB-TTL 4+045 4+035 Decreasing W-Beam Crash Barrier 17-10-2022 25.37392514 86.50651784 25.37389064 86.50660978
NH-333B MGB-TTL 4+035 3+995 Decreasing Cement Concrete Crash Barrier 17-10-2022 25.37389064 86.50660978 25.37374171 86.50697188
NH-333B MGB-TTL 3+995 3+300 Decreasing W-Beam Crash Barrier 17-10-2022 25.37374171 86.50697188 25.36836342 86.50943575
NH-333B MGB-TTL 3+945 Decreasing Chevron Sign 17-10-2022 25.37351893 86.50740425
NH-333B MGB-TTL 3+870 Decreasing Chevron Sign 17-10-2022 25.37311846 86.50800429
NH-333B MGB-TTL 3+735 Decreasing Chevron Sign 17-10-2022 25.372199 86.5088785
NH-333B MGB-TTL 3+670 Decreasing Chevron Sign 17-10-2022 25.37168355 86.50918713
NH-333B MGB-TTL 3+605 Decreasing Chevron Sign 17-10-2022 25.3711349 86.50941629
NH-333B MGB-TTL 3+465 Decreasing Chevron Sign 17-10-2022 25.36984246 86.50961662
NH-333B MGB-TTL 3+395 Decreasing Chevron Sign 17-10-2022 25.36921256 86.50956431
NH-333B MGB-TTL 3+340 Decreasing Warning Sign 17-10-2022 25.36872076 86.50949161
NH-333B MGB-TTL 3+300 3+265 Decreasing Cement Concrete Crash Barrier 17-10-2022 25.36836342 86.50943575 25.36805076 86.50938834
NH-333B MGB-TTL 3+265 2+470 Decreasing W-Beam Crash Barrier 17-10-2022 25.36805076 86.50938834 25.36187123 86.50592735
NH-333B MGB-TTL 3+260 Decreasing Chevron Sign 17-10-2022 25.36800626 86.50938145
NH-333B MGB-TTL 3+115 Decreasing Chevron Sign 17-10-2022 25.36671214 86.50917795
NH-333B MGB-TTL 3+035 Decreasing Chevron Sign 17-10-2022 25.36600164 86.50904018
NH-333B MGB-TTL 2+950 Decreasing Chevron Sign 17-10-2022 25.36526093 86.50882573
NH-333B MGB-TTL 2+880 Decreasing Chevron Sign 17-10-2022 25.36467434 86.5085707
NH-333B MGB-TTL 2+720 Decreasing Chevron Sign 17-10-2022 25.36342965 86.50777314

29. Page 30 of 70
NH
Number
Section
Chainage
Direction Event Type
Survey
Date
Start End
Start End Latitude Longitude Latitude Longitude
NH-333B MGB-TTL 2+645 Decreasing Chevron Sign 17-10-2022 25.36291271 86.50729322
NH-333B MGB-TTL 2+555 Decreasing Chevron Sign 17-10-2022 25.36235107 86.50664854
NH-333B MGB-TTL 2+520 Decreasing Warning Sign 17-10-2022 25.36215461 86.50637585
NH-333B MGB-TTL 2+490 Decreasing Chevron Sign 17-10-2022 25.36196955 86.5060941
NH-333B MGB-TTL 2+420 Decreasing Chevron Sign 17-10-2022 25.36163093 86.50550709
NH-333B MGB-TTL 1+450 Decreasing Informatory Gantry 17-10-2022 25.35476268 86.50433487
NH-333B MGB-TTL 1+135 Decreasing Informatory Sign 17-10-2022 25.35303282 86.50681403
NH-333B MGB-TTL 1+080 Decreasing Informatory Sign 17-10-2022 25.35272921 86.50724725
NH-333B MGB-TTL 0+585 0+565 Decreasing Cement Concrete Crash Barrier 17-10-2022 25.34985557 86.51087011 25.34973323 86.51101591
NH-333B MGB-TTL 0+455 0+435 Decreasing Cement Concrete Crash Barrier 17-10-2022 25.34909904 86.51178968 25.34897948 86.51193841
NH-333B MGB-TTL 0+095 Decreasing Informatory Gantry 17-10-2022 25.34698919 86.5143736
Section 2- Km 0.075 (End point of Rail Cum Road via Duct) to Km 5.198
NH-333B MGB-KHG 0+075 0+715 Increasing Cement Concrete Crash Barrier 17-10-2022 25.41561163 86.44084362 25.42098626 86.44043214
NH-333B MGB-KHG 0+120 Increasing Single Arm Street Light 17-10-2022 25.41596601 86.44063098
NH-333B MGB-KHG 0+125 Increasing Chevron Sign 17-10-2022 25.41600715 86.44061033
NH-333B MGB-KHG 0+165 Increasing Single Arm Street Light 17-10-2022 25.4162998 86.44048055
NH-333B MGB-KHG 0+175 Increasing Chevron Sign 17-10-2022 25.41638535 86.44044929
NH-333B MGB-KHG 0+195 Increasing Single Arm Street Light 17-10-2022 25.41656048 86.44039974
NH-333B MGB-KHG 0+220 Increasing Chevron Sign 17-10-2022 25.41678304 86.44035574
NH-333B MGB-KHG 0+235 Increasing Single Arm Street Light 17-10-2022 25.41691802 86.44033723
NH-333B MGB-KHG 0+255 Increasing Single Arm Street Light 17-10-2022 25.41705303 86.44032441
NH-333B MGB-KHG 0+270 Increasing Chevron Sign 17-10-2022 25.41718946 86.44032073
NH-333B MGB-KHG 0+290 Increasing Single Arm Street Light 17-10-2022 25.41737014 86.44032814
NH-333B MGB-KHG 0+315 Increasing Chevron Sign 17-10-2022 25.41759388 86.44035243
NH-333B MGB-KHG 0+330 Increasing Single Arm Street Light 17-10-2022 25.4177268 86.4403766
NH-333B MGB-KHG 0+370 Increasing Single Arm Street Light 17-10-2022 25.41803777 86.4404324
NH-333B MGB-KHG 0+405 Increasing Single Arm Street Light 17-10-2022 25.41834919 86.44049284
NH-333B MGB-KHG 0+445 Increasing Single Arm Street Light 17-10-2022 25.41870545 86.44056169

30. Page 31 of 70
NH
Number
Section
Chainage
Direction Event Type
Survey
Date
Start End
Start End Latitude Longitude Latitude Longitude
NH-333B MGB-KHG 0+485 Increasing Single Arm Street Light 17-10-2022 25.41901811 86.44061182
NH-333B MGB-KHG 0+520 Increasing Single Arm Street Light 17-10-2022 25.41933245 86.44064252
NH-333B MGB-KHG 0+555 Increasing Single Arm Street Light 17-10-2022 25.41964856 86.44064939
NH-333B MGB-KHG 0+585 Increasing Chevron Sign 17-10-2022 25.41992027 86.44064039
NH-333B MGB-KHG 0+590 Increasing Single Arm Street Light 17-10-2022 25.4199653 86.44063749
NH-333B MGB-KHG 0+635 Increasing Single Arm Street Light 17-10-2022 25.42032228 86.44058345
NH-333B MGB-KHG 0+670 Increasing Single Arm Street Light 17-10-2022 25.42063236 86.44051736
NH-333B MGB-KHG 0+705 Increasing Single Arm Street Light 17-10-2022 25.42094125 86.44044068
NH-333B MGB-KHG 0+715 1+000 Increasing W-Beam Crash Barrier 17-10-2022 25.42098626 86.44043214 25.42344751 86.44026352
NH-333B MGB-KHG 0+755 Increasing Chevron Sign 17-10-2022 25.4213409 86.44036048
NH-333B MGB-KHG 0+835 Increasing Chevron Sign 17-10-2022 25.42200962 86.44024622
NH-333B MGB-KHG 0+910 Increasing Chevron Sign 17-10-2022 25.42268361 86.44018953
NH-333B MGB-KHG 0+990 Increasing Chevron Sign 17-10-2022 25.42335833 86.44024902
NH-333B MGB-KHG 1+000 1+035 Increasing Cement Concrete Crash Barrier 17-10-2022 25.42344751 86.44026352 25.42375641 86.44034123
NH-333B MGB-KHG 1+035 1+125 Increasing W-Beam Crash Barrier 17-10-2022 25.42375641 86.44034123 25.42453206 86.4406018
NH-333B MGB-KHG 1+045 Increasing Chevron Sign 17-10-2022 25.42384284 86.44036792
NH-333B MGB-KHG 1+080 Increasing Chevron Sign 17-10-2022 25.42414803 86.44045361
NH-333B MGB-KHG 1+120 Increasing Chevron Sign 17-10-2022 25.42448979 86.44058322
NH-333B MGB-KHG 1+125 1+140 Increasing Cement Concrete Crash Barrier 17-10-2022 25.42453206 86.4406018 25.42465567 86.44066303
NH-333B MGB-KHG 1+140 1+150 Increasing W-Beam Crash Barrier 17-10-2022 25.42465567 86.44066303 25.4247358 86.44070812
NH-333B MGB-KHG 1+155 Increasing Warning Sign 17-10-2022 25.42477564 86.44073131
NH-333B MGB-KHG 1+200 Increasing Chevron Sign 17-10-2022 25.42513441 86.44094008
NH-333B MGB-KHG 1+205 1+410 Increasing W-Beam Crash Barrier 17-10-2022 25.42517328 86.44096517 25.4266279 86.4422184
NH-333B MGB-KHG 1+275 Increasing Chevron Sign 17-10-2022 25.42569163 86.44136086
NH-333B MGB-KHG 1+675 1+685 Increasing Cement Concrete Crash Barrier 17-10-2022 25.42860174 86.44367162 25.42868547 86.44370847
NH-333B MGB-KHG 1+765 1+960 Increasing W-Beam Crash Barrier 17-10-2022 25.42938156 86.44391349 25.43113094 86.44399007
NH-333B MGB-KHG 2+000 2+010 Increasing W-Beam Crash Barrier 17-10-2022 25.43153672 86.4439767 25.43162691 86.44397437
NH-333B MGB-KHG 2+020 2+050 Increasing W-Beam Crash Barrier 17-10-2022 25.43171725 86.44397223 25.43198814 86.44396672

31. Page 32 of 70
NH
Number
Section
Chainage
Direction Event Type
Survey
Date
Start End
Start End Latitude Longitude Latitude Longitude
NH-333B MGB-KHG 2+040 Increasing Informatory Sign 17-10-2022 25.43189786 86.44396842
NH-333B MGB-KHG 2+075 2+155 Increasing W-Beam Crash Barrier 17-10-2022 25.43221387 86.44396337 25.43293584 86.44394884
NH-333B MGB-KHG 2+165 2+175 Increasing W-Beam Crash Barrier 17-10-2022 25.43302596 86.44394707 25.43311612 86.44394578
NH-333B MGB-KHG 2+185 2+210 Increasing W-Beam Crash Barrier 17-10-2022 25.43320647 86.44394511 25.43343188 86.44394654
NH-333B MGB-KHG 2+280 2+290 Increasing W-Beam Crash Barrier 17-10-2022 25.43406276 86.44393065 25.43415295 86.44392706
NH-333B MGB-KHG 2+300 2+330 Increasing W-Beam Crash Barrier 17-10-2022 25.43424313 86.44392341 25.43451404 86.44391892
NH-333B MGB-KHG 2+340 2+345 Increasing W-Beam Crash Barrier 17-10-2022 25.43460422 86.44391758 25.43464927 86.44391665
NH-333B MGB-KHG 2+370 2+400 Increasing W-Beam Crash Barrier 17-10-2022 25.43487472 86.44391012 25.43514524 86.44390436
NH-333B MGB-KHG 2+415 2+430 Increasing W-Beam Crash Barrier 17-10-2022 25.43528061 86.44390324 25.43541593 86.44390278
NH-333B MGB-KHG 2+440 2+455 Increasing W-Beam Crash Barrier 17-10-2022 25.43550608 86.44390256 25.43564131 86.44390094
NH-333B MGB-KHG 2+475 2+495 Increasing W-Beam Crash Barrier 17-10-2022 25.43582172 86.44389726 25.43600187 86.44389258
NH-333B MGB-KHG 2+510 2+555 Increasing W-Beam Crash Barrier 17-10-2022 25.43613703 86.44388941 25.43654307 86.44387917
NH-333B MGB-KHG 2+595 2+610 Increasing W-Beam Crash Barrier 17-10-2022 25.43690279 86.44385195 25.43703756 86.44383808
NH-333B MGB-KHG 2+645 2+695 Increasing W-Beam Crash Barrier 17-10-2022 25.43735102 86.44379599 25.43779575 86.44370613
NH-333B MGB-KHG 2+710 2+750 Increasing W-Beam Crash Barrier 17-10-2022 25.43792857 86.44367792 25.43828345 86.44360792
NH-333B MGB-KHG 2+765 2+860 Increasing W-Beam Crash Barrier 17-10-2022 25.43841695 86.44358346 25.43926426 86.44343951
NH-333B MGB-KHG 2+870 2+895 Increasing W-Beam Crash Barrier 17-10-2022 25.43935347 86.44342638 25.43957651 86.44339172
NH-333B MGB-KHG 3+060 3+075 Increasing Cement Concrete Crash Barrier 17-10-2022 25.44105773 86.4432309 25.44119285 86.44322078
NH-333B MGB-KHG 3+135 Increasing Informatory Sign 17-10-2022 25.44173338 86.44318627
NH-333B MGB-KHG 3+510 3+530 Increasing W-Beam Crash Barrier 17-10-2022 25.44511108 86.44296723 25.44529091 86.44295409
NH-333B MGB-KHG 3+560 3+585 Increasing W-Beam Crash Barrier 17-10-2022 25.4455612 86.44293664 25.44578637 86.44292353
NH-333B MGB-KHG 3+600 3+630 Increasing W-Beam Crash Barrier 17-10-2022 25.44592159 86.44291557 25.44619157 86.44289858
NH-333B MGB-KHG 3+920 4+490 Increasing W-Beam Crash Barrier 17-10-2022 25.44880272 86.44272861 25.45411016 86.44244334
NH-333B MGB-KHG 4+060 Increasing Informatory Sign 17-10-2022 25.45006575 86.44268998
NH-333B MGB-KHG 4+510 4+640 Increasing W-Beam Crash Barrier 17-10-2022 25.45429048 86.44242506 25.45549719 86.44224836
NH-333B MGB-KHG 4+660 4+840 Increasing W-Beam Crash Barrier 17-10-2022 25.45567626 86.44222389 25.45737737 86.44199143
NH-333B MGB-KHG 4+870 4+905 Increasing W-Beam Crash Barrier 17-10-2022 25.45764556 86.4419545 25.45795843 86.4419055
NH-333B MGB-KHG 4+915 4+955 Increasing W-Beam Crash Barrier 17-10-2022 25.45804805 86.44189323 25.45840649 86.4418451

32. Page 33 of 70
NH
Number
Section
Chainage
Direction Event Type
Survey
Date
Start End
Start End Latitude Longitude Latitude Longitude
NH-333B MGB-KHG 4+960 Increasing Informatory Sign 17-10-2022 25.45849608 86.44183351
NH-333B MGB-KHG 4+995 Increasing Informatory Gantry 17-10-2022 25.45881008 86.44179471
NH-333B MGB-KHG 5+035 5+070 Increasing W-Beam Crash Barrier 17-10-2022 25.45917082 86.44175422 25.45948377 86.44171222
NH-333B KHG-MGB 5+200 5+135 Decreasing W-Beam Crash Barrier 17-10-2022 25.46100821 86.4415997 25.46043656 86.44162406
NH-333B KHG-MGB 5+120 4+970 Decreasing W-Beam Crash Barrier 17-10-2022 25.46005735 86.44130276 25.45716927 86.43839598
NH-333B KHG-MGB 4+985 Decreasing Informatory Gantry 17-10-2022 25.45745295 86.43860557
NH-333B KHG-MGB 4+945 4+855 Decreasing W-Beam Crash Barrier 17-10-2022 25.45666308 86.43814555 25.45477359 86.43699818
NH-333B KHG-MGB 4+840 4+520 Decreasing W-Beam Crash Barrier 17-10-2022 25.45462091 86.43715803 25.44721787 86.43788888
NH-333B KHG-MGB 4+505 4+450 Decreasing W-Beam Crash Barrier 17-10-2022 25.44689305 86.43804305 25.44542417 86.43871381
NH-333B KHG-MGB 4+410 4+090 Decreasing W-Beam Crash Barrier 17-10-2022 25.44433992 86.43922061 25.43546297 86.44691635
NH-333B KHG-MGB 4+050 3+945 Decreasing W-Beam Crash Barrier 17-10-2022 25.43429732 86.4484575 25.4305885 86.45295119
NH-333B KHG-MGB 3+925 3+675 Decreasing W-Beam Crash Barrier 17-10-2022 25.42989413 86.45386224 25.44644288 86.44260218
NH-333B KHG-MGB 3+660 3+455 Decreasing W-Beam Crash Barrier 17-10-2022 25.44627862 86.44262709 25.44453625 86.44287498
NH-333B KHG-MGB 3+365 3+325 Decreasing W-Beam Crash Barrier 17-10-2022 25.4437283 86.44292586 25.44336954 86.44295228
NH-333B KHG-MGB 3+270 3+230 Decreasing W-Beam Crash Barrier 17-10-2022 25.4428763 86.44298616 25.44251719 86.44300929
NH-333B KHG-MGB 3+200 3+075 Decreasing W-Beam Crash Barrier 17-10-2022 25.44224791 86.4430264 25.44112569 86.44309724
NH-333B KHG-MGB 3+170 Decreasing Warning Sign 17-10-2022 25.44197844 86.44304238
NH-333B KHG-MGB 3+085 Decreasing Chevron Sign 17-10-2022 25.44121548 86.44309154
NH-333B KHG-MGB 3+075 3+055 Decreasing Cement Concrete Crash Barrier 17-10-2022 25.44112569 86.44309724 25.44094624 86.44310846
NH-333B KHG-MGB 2+965 2+590 Decreasing W-Beam Crash Barrier 17-10-2022 25.4401405 86.4431893 25.43680333 86.44373304
NH-333B KHG-MGB 2+960 Decreasing Chevron Sign 17-10-2022 25.44009591 86.44319497
NH-333B KHG-MGB 2+805 Decreasing Chevron Sign 17-10-2022 25.43871483 86.44341315
NH-333B KHG-MGB 2+715 Decreasing Chevron Sign 17-10-2022 25.4379168 86.44356431
NH-333B KHG-MGB 2+580 Decreasing Chevron Sign 17-10-2022 25.43671337 86.44373846
NH-333B KHG-MGB 2+580 2+555 Decreasing W-Beam Crash Barrier 17-10-2022 25.43671337 86.44373846 25.43648859 86.44374651
NH-333B KHG-MGB 2+535 2+180 Decreasing W-Beam Crash Barrier 17-10-2022 25.43630866 86.44374994 25.43306902 86.44381055
NH-333B KHG-MGB 2+155 1+975 Decreasing W-Beam Crash Barrier 17-10-2022 25.43284387 86.44381243 25.43122373 86.44384961
NH-333B KHG-MGB 2+030 Decreasing Warning Sign 17-10-2022 25.43171866 86.4438386

33. Page 34 of 70
NH
Number
Section
Chainage
Direction Event Type
Survey
Date
Start End
Start End Latitude Longitude Latitude Longitude
NH-333B KHG-MGB 1+915 Decreasing Chevron Sign 17-10-2022 25.43068337 86.44386042
NH-333B KHG-MGB 1+900 1+875 Decreasing W-Beam Crash Barrier 17-10-2022 25.43054823 86.44386167 25.43032303 86.44386078
NH-333B KHG-MGB 1+840 Decreasing Chevron Sign 17-10-2022 25.4300073 86.44385014
NH-333B KHG-MGB 1+695 Decreasing Regulatory Sign 17-10-2022 25.42873063 86.44356231
NH-333B KHG-MGB 1+695 Decreasing Chevron Sign 17-10-2022 25.42873063 86.44356231
NH-333B KHG-MGB 1+685 1+670 Decreasing Cement Concrete Crash Barrier 17-10-2022 25.42864655 86.44352709 25.42852121 86.44347146
NH-333B KHG-MGB 1+665 1+525 Decreasing W-Beam Crash Barrier 17-10-2022 25.42847953 86.44345223 25.42739862 86.44274468
NH-333B KHG-MGB 1+645 Decreasing Chevron Sign 17-10-2022 25.4283155 86.44337068
NH-333B KHG-MGB 1+580 Decreasing Chevron Sign 17-10-2022 25.42780513 86.4430563
NH-333B KHG-MGB 1+520 Decreasing Chevron Sign 17-10-2022 25.42736389 86.44271338
NH-333B KHG-MGB 1+510 1+200 Decreasing W-Beam Crash Barrier 17-10-2022 25.42729483 86.44264965 25.42506865 86.44072088
NH-333B KHG-MGB 1+140 1+120 Decreasing Cement Concrete Crash Barrier 17-10-2022 25.42458216 86.44047094 25.4244172 86.44039467
NH-333B KHG-MGB 1+120 1+035 Decreasing W-Beam Crash Barrier 17-10-2022 25.4244172 86.44039467 25.42368478 86.44016463
NH-333B KHG-MGB 1+035 1+000 Decreasing Cement Concrete Crash Barrier 17-10-2022 25.42368478 86.44016463 25.42337551 86.4401042
NH-333B KHG-MGB 1+000 0+705 Decreasing W-Beam Crash Barrier 17-10-2022 25.42337551 86.4401042 25.42088407 86.44034973
NH-333B KHG-MGB 0+850 Decreasing Chevron Sign 17-10-2022 25.42207748 86.44010663
NH-333B KHG-MGB 0+805 Decreasing Regulatory Sign 17-10-2022 25.42172279 86.44017063
NH-333B KHG-MGB 0+780 Decreasing Regulatory Sign 17-10-2022 25.42150164 86.4402137
NH-333B KHG-MGB 0+705 0+075 Decreasing Cement Concrete Crash Barrier 17-10-2022 25.42088407 86.44034973 25.41560679 86.44081095
NH-333B KHG-MGB 0+680 Decreasing Single Arm Street Light 17-10-2022 25.42066377 86.44039955
NH-333B KHG-MGB 0+645 Decreasing Single Arm Street Light 17-10-2022 25.42035456 86.44046278
NH-333B KHG-MGB 0+605 Decreasing Single Arm Street Light 17-10-2022 25.41999774 86.44051158
NH-333B KHG-MGB 0+570 Decreasing Chevron Sign 17-10-2022 25.41972828 86.44052515
NH-333B KHG-MGB 0+565 Decreasing Single Arm Street Light 17-10-2022 25.41968325 86.44052571
NH-333B KHG-MGB 0+530 Decreasing Single Arm Street Light 17-10-2022 25.4193687 86.44051554
NH-333B KHG-MGB 0+490 Decreasing Single Arm Street Light 17-10-2022 25.4190109 86.44047351
NH-333B KHG-MGB 0+460 Decreasing Chevron Sign 17-10-2022 25.41878843 86.44043688
NH-333B KHG-MGB 0+450 Decreasing Single Arm Street Light 17-10-2022 25.41869997 86.44042038

34. Page 35 of 70
NH
Number
Section
Chainage
Direction Event Type
Survey
Date
Start End
Start End Latitude Longitude Latitude Longitude
NH-333B KHG-MGB 0+415 Decreasing Single Arm Street Light 17-10-2022 25.41839067 86.44035633
NH-333B KHG-MGB 0+385 Decreasing Chevron Sign 17-10-2022 25.41812614 86.44029899
NH-333B KHG-MGB 0+380 Decreasing Single Arm Street Light 17-10-2022 25.41808206 86.44029002
NH-333B KHG-MGB 0+340 Decreasing Single Arm Street Light 17-10-2022 25.41777195 86.44023313
NH-333B KHG-MGB 0+300 Decreasing Single Arm Street Light 17-10-2022 25.41741513 86.4401941
NH-333B KHG-MGB 0+265 Decreasing Single Arm Street Light 17-10-2022 25.41710149 86.44019609
NH-333B KHG-MGB 0+230 Decreasing Single Arm Street Light 17-10-2022 25.41683398 86.44023038
NH-333B KHG-MGB 0+205 Decreasing Single Arm Street Light 17-10-2022 25.41661479 86.44028233
NH-333B KHG-MGB 0+170 Decreasing Single Arm Street Light 17-10-2022 25.41631493 86.44038596
NH-333B KHG-MGB 0+125 Decreasing Single Arm Street Light 17-10-2022 25.41598709 86.44054695
NH-333B KHG-MGB 0+095 Decreasing Single Arm Street Light 17-10-2022 25.41575432 86.44069775
Way side Amenity
The Following Details are collected for Way side amenity falling on the Project corridor and presented in the Table 3-14.
Table 3-14:-Road Inventory for Way Side Amenity
NH Number
Section
Code
Center
Chainage
Direction
Way Side
Amenity
Survey
Date
Start
Latitude Longitude
Section 1- Km 0.00 to Km 9.394 (Start point of Rail Cum Road via Duct)
NH-333B TTL-MGB 0+525 Increasing Petrol Pump 17-10-2022 25.34940055 86.51134863
NH-333B TTL-MGB 0+800 Increasing Bus bay with Shelter 17-10-2022 25.35103078 86.50936401
NH-333B TTL-MGB 8+155 Increasing Bus bay with Shelter 17-10-2022 25.39217245 86.4781125
NH-333B MGB-TTL 8+115 Decreasing Bus bay with Shelter 17-10-2022 25.39226859 86.47840198
NH-333B MGB-TTL 0+965 Decreasing Bus bay with Shelter 17-10-2022 25.35208198 86.5081397
Section 2- Km 0.075 (End point of Rail Cum Road via Duct) to Km 5.198
NH-333B MGB-KHG 3+240 Increasing Bus bay with Shelter 17-10-2022 25.44267908 86.44312523
NH-333B KHG-MGB 3+280 Decreasing Bus bay with Shelter 17-10-2022 25.44296604 86.44298033

35. Page 36 of 70
Structures
The Following Details were collected for Structure along the project corridor and presented in the Table 3-15:
Table 3-15:-Road Inventory for Structures
NH
Number
Section
Code
Start
Chainage
End
Chainage
Direction Structure Type
Survey
Date
Start End
Latitude Longitude Latitude Longitude
Section 1- Km 0.00 to Km 9.394 (Start point of Rail Cum Road via Duct)
NH-333B TTL-MGB 0+460 Both Box Culvert 17-10-2022 25.34885859 86.51201141
NH-333B TTL-MGB 0+587 Both Box Culvert 17-10-2022 25.34964322 86.51105635
NH-333B TTL-MGB 3+282 Both VUP 17-10-2022 25.36810284 86.50935589
NH-333B TTL-MGB 4+025 Both VUP 17-10-2022 25.37381171 86.50670748
NH-333B TTL-MGB 4+581 Both VUP 17-10-2022 25.3758618 86.50180492
NH-333B TTL-MGB 4+697 Both VUP 17-10-2022 25.376426 86.50078861
NH-333B TTL-MGB 5+143 Both VUP 17-10-2022 25.37815755 86.49681493
NH-333B TTL-MGB 5+289 Both VUP 17-10-2022 25.3788163 86.49563523
NH-333B TTL-MGB 5+828 Both VUP 17-10-2022 25.38274458 86.49299899
NH-333B TTL-MGB 6+050 Both PUP 17-10-2022 25.38386579 86.492623
NH-333B TTL-MGB 6+317 Both VUP 17-10-2022 25.38680369 86.49105104
NH-333B TTL-MGB 6+561 Both VUP 17-10-2022 25.38883857 86.49027684
NH-333B TTL-MGB 7+023 Both VUP 17-10-2022 25.39277163 86.48899912
NH-333B TTL-MGB 7+709 Both VUP 17-10-2022 25.39322777 86.48242793
NH-333B TTL-MGB 7+928 Both Box Culvert 17-10-2022 25.39275155 86.48056481
NH-333B TTL-MGB 7+946 Both LVUP 17-10-2022 25.39265399 86.48018229
NH-333B TTL-MGB 8+620 9+394 Both
Start Point of Rail
cum Road Via Duct
17-10-2022 25.39128777 86.47377071 25.38972459 86.46626563
Section 2- Km 0.075 (End point of Rail Cum Road via Duct) to Km 5.198

36. Page 37 of 70
NH
Number
Section
Code
Start
Chainage
End
Chainage
Direction Structure Type
Survey
Date
Start End
Latitude Longitude Latitude Longitude
NH-333B MGB-KHG 0+075 0+680 Both
End Point of Rail
cum Road Via Duct
17-10-2022 25.41561163 86.44084362 25.42098626 86.44043214
NH-333B MGB-KHG 1+024 Both VUP 17-10-2022 25.42362585 86.44030211
NH-333B MGB-KHG 1+143 Both Box Culvert 17-10-2022 25.42453206 86.4406018
NH-333B MGB-KHG 1+678 Both Box Culvert 17-10-2022 25.42864328 86.4436902
NH-333B MGB-KHG 3+068 Both Box Culvert 17-10-2022 25.44114786 86.44322419
Roughness
The Lane wise Roughness of the project highway collected through laser Profilometer and presented in the interval of 100m.
Table 3-16:- Collection of Roughness Data
NH
Number
Section
Code
Chainage(km)
Direction
Lane
Number
IRI
LWP
(m/km)
IRI
RWP
(m/km)
IRI
Lane
(m/km)
BI
(mm/Km)
Speed
(km/h)
Survey
Date
Latitude Longitude Remark
Start End
Section 1- Km 0.00 to Km 9.394 (Start point of Rail Cum Road via Duct)
NH-333B TTL-MGB 0+000 0+100 Increasing L1 4.69 4.93 4.81 3660 14 17-10-2022 25.3464146 86.51508167 Poor
NH-333B TTL-MGB 0+100 0+200 Increasing L1 2.28 2.84 2.56 1809 20 17-10-2022 25.34687833 86.51440072 Fair
NH-333B TTL-MGB 0+200 0+300 Increasing L1 3.24 3.03 3.13 2264 25 17-10-2022 25.34749014 86.51367942 Fair
NH-333B TTL-MGB 0+300 0+400 Increasing L1 2.30 2.34 2.32 1619 24 17-10-2022 25.34810435 86.51293368 Good
NH-333B TTL-MGB 0+400 0+500 Increasing L1 2.85 3.17 3.01 2168 30 17-10-2022 25.34870739 86.51219501 Fair
NH-333B TTL-MGB 0+500 0+600 Increasing L1 3.46 3.93 3.70 2724 34 17-10-2022 25.34931037 86.51145946 Poor
NH-333B TTL-MGB 0+600 0+700 Increasing L1 2.18 2.32 2.25 1563 40 17-10-2022 25.34991382 86.51072576 Good
NH-333B TTL-MGB 0+700 0+800 Increasing L1 2.16 1.86 2.01 1377 38 17-10-2022 25.35051566 86.50998879 Good
NH-333B TTL-MGB 0+800 0+900 Increasing L1 1.71 1.71 1.71 1149 35 17-10-2022 25.35112155 86.50925394 Good
NH-333B TTL-MGB 0+900 1+000 Increasing L1 1.85 2.16 2.01 1374 32 17-10-2022 25.35172224 86.50851472 Good
NH-333B TTL-MGB 1+000 1+100 Increasing L1 2.13 2.00 2.07 1420 40 17-10-2022 25.35230668 86.50776099 Good
NH-333B TTL-MGB 1+100 1+200 Increasing L1 2.37 2.37 2.37 1655 44 17-10-2022 25.35286021 86.50698297 Good

37. Page 38 of 70
NH
Number
Section
Code
Chainage(km)
Direction
Lane
Number
IRI
LWP
(m/km)
IRI
RWP
(m/km)
IRI
Lane
(m/km)
BI
(mm/Km)
Speed
(km/h)
Survey
Date
Latitude Longitude Remark
Start End
NH-333B TTL-MGB 1+200 1+300 Increasing L1 1.89 1.87 1.88 1279 44 17-10-2022 25.35340609 86.50619355 Good
NH-333B TTL-MGB 1+300 1+400 Increasing L1 2.12 2.56 2.34 1635 41 17-10-2022 25.35395595 86.5054081 Good
NH-333B TTL-MGB 1+400 1+500 Increasing L1 1.99 2.07 2.04 1396 38 17-10-2022 25.3545081 86.50462343 Good
NH-333B TTL-MGB 1+500 1+600 Increasing L1 2.47 2.73 2.60 1836 18 17-10-2022 25.35507022 86.50384611 Fair
NH-333B TTL-MGB 1+600 1+700 Increasing L1 4.36 3.77 4.07 3033 16 17-10-2022 25.35572146 86.50316033 Poor
NH-333B TTL-MGB 1+700 1+800 Increasing L1 4.61 2.80 3.71 2733 12 17-10-2022 25.35650776 86.50267911 Poor
NH-333B TTL-MGB 1+800 1+900 Increasing L1 2.68 2.32 2.50 1758 27 17-10-2022 25.35738418 86.50243071 Good
NH-333B TTL-MGB 1+900 2+000 Increasing L1 2.23 2.13 2.18 1509 37 17-10-2022 25.35828011 86.50239848 Good
NH-333B TTL-MGB 2+000 2+100 Increasing L1 2.35 1.90 2.13 1469 42 17-10-2022 25.3591552 86.50262165 Good
NH-333B TTL-MGB 2+100 2+200 Increasing L1 2.30 2.40 2.35 1640 43 17-10-2022 25.35995225 86.50307759 Good
NH-333B TTL-MGB 2+200 2+300 Increasing L1 1.95 1.80 1.88 1274 44 17-10-2022 25.36062558 86.5037333 Good
NH-333B TTL-MGB 2+300 2+400 Increasing L1 1.93 1.49 1.71 1150 44 17-10-2022 25.36114521 86.50454157 Good
NH-333B TTL-MGB 2+400 2+500 Increasing L1 3.63 3.22 3.42 2500 45 17-10-2022 25.36160694 86.50539151 Poor
NH-333B TTL-MGB 2+500 2+600 Increasing L1 2.60 2.18 2.39 1672 45 17-10-2022 25.36209307 86.50622303 Good
NH-333B TTL-MGB 2+600 2+700 Increasing L1 2.27 2.06 2.17 1496 45 17-10-2022 25.36267048 86.50698062 Good
NH-333B TTL-MGB 2+700 2+800 Increasing L1 2.74 1.96 2.35 1640 46 17-10-2022 25.3633376 86.50764359 Good
NH-333B TTL-MGB 2+800 2+900 Increasing L1 2.11 1.95 2.03 1395 47 17-10-2022 25.36408409 86.50819513 Good
NH-333B TTL-MGB 2+900 3+000 Increasing L1 2.75 2.60 2.68 1899 49 17-10-2022 25.36489067 86.50863319 Fair
NH-333B TTL-MGB 3+000 3+100 Increasing L1 2.00 2.08 2.04 1403 50 17-10-2022 25.36574593 86.50894058 Good
NH-333B TTL-MGB 3+100 3+200 Increasing L1 2.48 2.62 2.55 1798 52 17-10-2022 25.36662964 86.50912796 Fair
NH-333B TTL-MGB 3+200 3+300 Increasing L1 5.64 6.20 5.92 4620 52 17-10-2022 25.36752207 86.50926677 Poor
NH-333B TTL-MGB 3+300 3+400 Increasing L1 3.25 3.29 3.27 2378 52 17-10-2022 25.36841516 86.50940618 Fair
NH-333B TTL-MGB 3+400 3+500 Increasing L1 2.58 2.39 2.49 1749 50 17-10-2022 25.36930803 86.50954097 Good
NH-333B TTL-MGB 3+500 3+600 Increasing L1 2.12 2.90 2.51 1766 48 17-10-2022 25.37020634 86.50956744 Good
NH-333B TTL-MGB 3+600 3+700 Increasing L1 3.29 3.27 3.28 2382 47 17-10-2022 25.37108889 86.50939448 Fair
NH-333B TTL-MGB 3+700 3+800 Increasing L1 1.98 2.08 2.03 1392 45 17-10-2022 25.37191636 86.50901035 Good
NH-333B TTL-MGB 3+800 3+900 Increasing L1 2.49 2.59 2.54 1790 44 17-10-2022 25.37265763 86.50845416 Good

38. Page 39 of 70
NH
Number
Section
Code
Chainage(km)
Direction
Lane
Number
IRI
LWP
(m/km)
IRI
RWP
(m/km)
IRI
Lane
(m/km)
BI
(mm/Km)
Speed
(km/h)
Survey
Date
Latitude Longitude Remark
Start End
NH-333B TTL-MGB 3+900 4+000 Increasing L1 2.56 3.60 3.08 2222 44 17-10-2022 25.37327013 86.5077319 Fair
NH-333B TTL-MGB 4+000 4+100 Increasing L1 3.75 4.00 3.87 2870 44 17-10-2022 25.37373738 86.50688829 Poor
NH-333B TTL-MGB 4+100 4+200 Increasing L1 1.62 1.52 1.57 1041 46 17-10-2022 25.37408834 86.50597521 Good
NH-333B TTL-MGB 4+200 4+300 Increasing L1 1.82 1.78 1.80 1217 48 17-10-2022 25.37442663 86.50505587 Good
NH-333B TTL-MGB 4+300 4+400 Increasing L1 1.97 2.34 2.15 1488 49 17-10-2022 25.37477189 86.50413985 Good
NH-333B TTL-MGB 4+400 4+500 Increasing L1 2.06 2.22 2.14 1478 51 17-10-2022 25.37513217 86.50323079 Good
NH-333B TTL-MGB 4+500 4+600 Increasing L1 4.36 4.10 4.23 3168 53 17-10-2022 25.37555709 86.502356 Poor
NH-333B TTL-MGB 4+600 4+700 Increasing L1 4.44 5.47 4.96 3786 53 17-10-2022 25.37602519 86.50150769 Poor
NH-333B TTL-MGB 4+700 4+800 Increasing L1 1.92 3.03 2.48 1740 52 17-10-2022 25.37649481 86.50066042 Good
NH-333B TTL-MGB 4+800 4+900 Increasing L1 2.49 2.76 2.62 1856 47 17-10-2022 25.37693954 86.49979721 Fair
NH-333B TTL-MGB 4+900 5+000 Increasing L1 2.27 2.34 2.31 1610 33 17-10-2022 25.37735923 86.49891756 Good
NH-333B TTL-MGB 5+000 5+100 Increasing L1 2.88 2.34 2.61 1847 40 17-10-2022 25.37772364 86.49801162 Fair
NH-333B TTL-MGB 5+100 5+200 Increasing L1 5.39 6.12 5.75 4471 43 17-10-2022 25.37805425 86.49708998 Poor
NH-333B TTL-MGB 5+200 5+300 Increasing L1 3.81 4.93 4.38 3290 48 17-10-2022 25.37844565 86.49619729 Poor
NH-333B TTL-MGB 5+300 5+400 Increasing L1 3.35 2.35 2.85 2039 53 17-10-2022 25.3789893 86.49540607 Fair
NH-333B TTL-MGB 5+400 5+500 Increasing L1 1.97 2.00 1.99 1362 57 17-10-2022 25.37954379 86.49462388 Good
NH-333B TTL-MGB 5+500 5+600 Increasing L1 1.96 2.42 2.19 1517 57 17-10-2022 25.38027007 86.49404006 Good
NH-333B TTL-MGB 5+600 5+700 Increasing L1 1.80 2.14 1.97 1349 55 17-10-2022 25.38106949 86.4935821 Good
NH-333B TTL-MGB 5+700 5+800 Increasing L1 4.33 4.60 4.46 3366 52 17-10-2022 25.38192309 86.49326596 Poor
NH-333B TTL-MGB 5+800 5+900 Increasing L1 2.40 3.51 2.95 2119 52 17-10-2022 25.38278756 86.49298512 Fair
NH-333B TTL-MGB 5+900 6+000 Increasing L1 4.01 5.19 4.60 3480 55 17-10-2022 25.38365016 86.49269556 Poor
NH-333B TTL-MGB 6+000 6+100 Increasing L1 1.97 1.71 1.84 1249 52 17-10-2022 25.38451485 86.49241213 Good
NH-333B TTL-MGB 6+100 6+200 Increasing L1 2.16 2.09 2.13 1466 48 17-10-2022 25.38535112 86.49204735 Good
NH-333B TTL-MGB 6+200 6+300 Increasing L1 4.51 5.58 5.05 3863 46 17-10-2022 25.38611888 86.49153047 Poor
NH-333B TTL-MGB 6+300 6+400 Increasing L1 2.68 3.54 3.11 2247 47 17-10-2022 25.38688212 86.49100124 Fair
NH-333B TTL-MGB 6+400 6+500 Increasing L1 2.14 2.24 2.19 1517 47 17-10-2022 25.38770141 86.49058878 Good
NH-333B TTL-MGB 6+500 6+600 Increasing L1 4.89 5.78 5.33 4108 45 17-10-2022 25.38857166 86.49032798 Poor

39. Page 40 of 70
NH
Number
Section
Code
Chainage(km)
Direction
Lane
Number
IRI
LWP
(m/km)
IRI
RWP
(m/km)
IRI
Lane
(m/km)
BI
(mm/Km)
Speed
(km/h)
Survey
Date
Latitude Longitude Remark
Start End
NH-333B TTL-MGB 6+600 6+700 Increasing L1 1.94 1.63 1.79 1209 45 17-10-2022 25.38946722 86.49020735 Good
NH-333B TTL-MGB 6+700 6+800 Increasing L1 2.14 2.66 2.40 1683 46 17-10-2022 25.390368 86.49015548 Good
NH-333B TTL-MGB 6+800 6+900 Increasing L1 3.40 3.97 3.68 2714 42 17-10-2022 25.39124443 86.48994744 Poor
NH-333B TTL-MGB 6+900 7+000 Increasing L1 4.64 5.42 5.03 3845 36 17-10-2022 25.39204453 86.48949411 Poor
NH-333B TTL-MGB 7+000 7+100 Increasing L1 4.19 3.49 3.84 2844 37 17-10-2022 25.39280769 86.48896889 Poor
NH-333B TTL-MGB 7+100 7+200 Increasing L1 2.08 3.96 3.03 2178 39 17-10-2022 25.39335828 86.48820288 Fair
NH-333B TTL-MGB 7+200 7+300 Increasing L1 4.11 4.24 4.18 3125 39 17-10-2022 25.39357925 86.48724943 Poor
NH-333B TTL-MGB 7+300 7+400 Increasing L1 2.81 2.62 2.72 1929 38 17-10-2022 25.39363061 86.48625746 Fair
NH-333B TTL-MGB 7+400 7+500 Increasing L1 2.72 2.09 2.41 1686 38 17-10-2022 25.39363065 86.48526618 Good
NH-333B TTL-MGB 7+500 7+600 Increasing L1 2.36 2.30 2.33 1627 36 17-10-2022 25.39354359 86.48428038 Good
NH-333B TTL-MGB 7+600 7+700 Increasing L1 3.98 4.77 4.38 3290 36 17-10-2022 25.39339102 86.48330167 Poor
NH-333B TTL-MGB 7+700 7+800 Increasing L1 2.52 2.26 2.40 1677 38 17-10-2022 25.39320619 86.48233221 Good
NH-333B TTL-MGB 7+800 7+900 Increasing L1 3.36 3.98 3.67 2703 34 17-10-2022 25.39297002 86.48137385 Poor
NH-333B TTL-MGB 7+900 8+000 Increasing L1 4.34 4.57 4.46 3362 33 17-10-2022 25.39271503 86.48042137 Poor
NH-333B TTL-MGB 8+000 8+100 Increasing L1 3.02 3.01 3.02 2169 30 17-10-2022 25.39247751 86.47946238 Fair
NH-333B TTL-MGB 8+100 8+200 Increasing L1 2.25 2.35 2.31 1606 22 17-10-2022 25.39225604 86.47849942 Good
NH-333B TTL-MGB 8+200 8+300 Increasing L1 Low Speed 8 17-10-2022 25.3920502 86.47753124 Good
NH-333B TTL-MGB 8+300 8+400 Increasing L1 4.30 3.99 4.15 3101 16 17-10-2022 25.39185446 86.47656112 Poor
NH-333B TTL-MGB 8+400 8+500 Increasing L1 4.05 3.01 3.53 2591 19 17-10-2022 25.39165659 86.47560849 Poor
NH-333B TTL-MGB 8+500 8+600 Increasing L1 3.09 3.54 3.32 2415 22 17-10-2022 25.39146751 86.47463973 Poor
NH-333B TTL-MGB 8+600 8+700 Increasing L1 5.54 6.05 5.80 4509 19 17-10-2022 25.39126697 86.47367439 Poor
NH-333B TTL-MGB 8+700 8+800 Increasing L1 3.14 4.13 3.64 2675 26 17-10-2022 25.39103768 86.47271722 Poor
NH-333B TTL-MGB 8+800 8+900 Increasing L1 3.51 3.67 3.59 2635 28 17-10-2022 25.39074157 86.47178575 Poor
NH-333B TTL-MGB 8+900 9+000 Increasing L1 4.84 4.78 4.81 3659 29 17-10-2022 25.39040773 86.47086674 Poor
NH-333B TTL-MGB 9+000 9+100 Increasing L1 4.68 4.00 4.34 3260 31 17-10-2022 25.39009157 86.46994316 Poor
NH-333B TTL-MGB 9+100 9+200 Increasing L1 6.04 4.98 5.51 4262 32 17-10-2022 25.38975987 86.4690222 Poor
NH-333B TTL-MGB 9+200 9+300 Increasing L1 5.02 4.87 4.95 3776 35 17-10-2022 25.38944489 86.46809591 Poor

40. Page 41 of 70
NH
Number
Section
Code
Chainage(km)
Direction
Lane
Number
IRI
LWP
(m/km)
IRI
RWP
(m/km)
IRI
Lane
(m/km)
BI
(mm/Km)
Speed
(km/h)
Survey
Date
Latitude Longitude Remark
Start End
NH-333B TTL-MGB 9+300 9+394 Increasing L1 6.10 5.41 5.76 4476 34 17-10-2022 25.38937142 86.46711766 Poor
NH-333B MGB-TTL 9+394 9+300 Decreasing R1 14.34 7.01 10.68 8937 29 17-10-2022 25.38976933 86.46630427 Poor
NH-333B MGB-TTL 9+300 9+200 Decreasing R1 5.14 5.23 5.19 3983 40 17-10-2022 25.3894177 86.46713322 Poor
NH-333B MGB-TTL 9+200 9+100 Decreasing R1 4.38 4.72 4.55 3438 48 17-10-2022 25.38949639 86.46810654 Poor
NH-333B MGB-TTL 9+100 9+000 Decreasing R1 3.30 4.32 3.81 2819 51 17-10-2022 25.38980864 86.46903587 Poor
NH-333B MGB-TTL 9+000 8+900 Decreasing R1 3.47 3.51 3.49 2556 54 17-10-2022 25.39013715 86.4699604 Poor
NH-333B MGB-TTL 8+900 8+800 Decreasing R1 4.29 4.46 4.38 3292 57 17-10-2022 25.39046429 86.47088531 Poor
NH-333B MGB-TTL 8+800 8+700 Decreasing R1 4.16 4.62 4.39 3304 57 17-10-2022 25.39078451 86.47181362 Poor
NH-333B MGB-TTL 8+700 8+600 Decreasing R1 5.57 6.29 5.93 4624 57 17-10-2022 25.39108692 86.47274916 Poor
NH-333B MGB-TTL 8+600 8+500 Decreasing R1 3.01 2.52 2.77 1968 56 17-10-2022 25.39131179 86.47371222 Fair
NH-333B MGB-TTL 8+500 8+400 Decreasing R1 3.02 2.87 2.95 2112 45 17-10-2022 25.39151293 86.47468166 Fair
NH-333B MGB-TTL 8+400 8+300 Decreasing R1 7.71 4.06 5.89 4588 26 17-10-2022 25.39170838 86.47565424 Poor
NH-333B MGB-TTL 8+300 8+200 Decreasing R1 1.63 2.21 1.92 1311 40 17-10-2022 25.39189375 86.4766188 Good
NH-333B MGB-TTL 8+200 8+100 Decreasing R1 2.13 2.07 2.10 1449 50 17-10-2022 25.39209565 86.47758151 Good
NH-333B MGB-TTL 8+100 8+000 Decreasing R1 2.44 3.56 3.00 2154 54 17-10-2022 25.39229981 86.47854654 Fair
NH-333B MGB-TTL 8+000 7+900 Decreasing R1 5.12 6.69 5.91 4608 55 17-10-2022 25.39251797 86.47950747 Poor
NH-333B MGB-TTL 7+900 7+800 Decreasing R1 1.32 1.76 1.54 1024 56 17-10-2022 25.392755 86.48046394 Good
NH-333B MGB-TTL 7+800 7+700 Decreasing R1 2.59 3.43 3.01 2166 56 17-10-2022 25.39301283 86.48141503 Fair
NH-333B MGB-TTL 7+700 7+600 Decreasing R1 3.05 4.03 3.54 2595 55 17-10-2022 25.39324235 86.48237455 Poor
NH-333B MGB-TTL 7+600 7+500 Decreasing R1 2.21 2.71 2.46 1729 55 17-10-2022 25.39341959 86.4833483 Good
NH-333B MGB-TTL 7+500 7+400 Decreasing R1 2.17 2.40 2.28 1589 55 17-10-2022 25.39357992 86.4843254 Good
NH-333B MGB-TTL 7+400 7+300 Decreasing R1 1.91 2.18 2.05 1406 54 17-10-2022 25.39366692 86.48531335 Good
NH-333B MGB-TTL 7+300 7+200 Decreasing R1 2.80 3.25 3.03 2180 54 17-10-2022 25.39366109 86.48630553 Fair
NH-333B MGB-TTL 7+200 7+100 Decreasing R1 1.78 3.97 2.88 2057 52 17-10-2022 25.39360831 86.48729558 Fair
NH-333B MGB-TTL 7+100 7+000 Decreasing R1 2.85 3.43 3.14 2271 52 17-10-2022 25.39337941 86.48825242 Fair
NH-333B MGB-TTL 7+000 6+900 Decreasing R1 4.95 5.35 5.15 3951 51 17-10-2022 25.39281441 86.48901432 Poor
NH-333B MGB-TTL 6+900 6+800 Decreasing R1 3.38 4.21 3.80 2808 52 17-10-2022 25.39204494 86.48953367 Poor

41. Page 42 of 70
NH
Number
Section
Code
Chainage(km)
Direction
Lane
Number
IRI
LWP
(m/km)
IRI
RWP
(m/km)
IRI
Lane
(m/km)
BI
(mm/Km)
Speed
(km/h)
Survey
Date
Latitude Longitude Remark
Start End
NH-333B MGB-TTL 6+800 6+700 Decreasing R1 2.42 2.75 2.59 1826 52 17-10-2022 25.39123835 86.4899792 Fair
NH-333B MGB-TTL 6+700 6+600 Decreasing R1 1.77 1.68 1.73 1162 51 17-10-2022 25.39035974 86.49019199 Good
NH-333B MGB-TTL 6+600 6+500 Decreasing R1 5.36 5.83 5.60 4337 51 17-10-2022 25.38945973 86.49024384 Poor
NH-333B MGB-TTL 6+500 6+400 Decreasing R1 2.65 2.24 2.45 1715 50 17-10-2022 25.3885669 86.49036454 Good
NH-333B MGB-TTL 6+400 6+300 Decreasing R1 3.48 3.68 3.58 2630 52 17-10-2022 25.38769898 86.49062239 Poor
NH-333B MGB-TTL 6+300 6+200 Decreasing R1 3.67 3.57 3.62 2664 54 17-10-2022 25.38688502 86.49103956 Poor
NH-333B MGB-TTL 6+200 6+100 Decreasing R1 1.76 1.79 1.77 1197 57 17-10-2022 25.38612486 86.49157139 Good
NH-333B MGB-TTL 6+100 6+000 Decreasing R1 1.82 1.95 1.89 1284 55 17-10-2022 25.38535608 86.49209132 Good
NH-333B MGB-TTL 6+000 5+900 Decreasing R1 4.45 6.13 5.29 4071 52 17-10-2022 25.38451654 86.49244992 Poor
NH-333B MGB-TTL 5+900 5+800 Decreasing R1 2.77 3.59 3.18 2301 49 17-10-2022 25.3836535 86.49273456 Fair
NH-333B MGB-TTL 5+800 5+700 Decreasing R1 3.23 3.95 3.59 2635 51 17-10-2022 25.3827914 86.49302556 Poor
NH-333B MGB-TTL 5+700 5+600 Decreasing R1 2.24 2.57 2.41 1686 51 17-10-2022 25.38192598 86.49330603 Good
NH-333B MGB-TTL 5+600 5+500 Decreasing R1 1.96 3.08 2.52 1773 50 17-10-2022 25.38107227 86.49362431 Good
NH-333B MGB-TTL 5+500 5+400 Decreasing R1 1.80 2.51 2.16 1489 50 17-10-2022 25.38027754 86.4940847 Good
NH-333B MGB-TTL 5+400 5+300 Decreasing R1 3.30 3.40 3.35 2443 47 17-10-2022 25.37955718 86.49466503 Poor
NH-333B MGB-TTL 5+300 5+200 Decreasing R1 3.66 3.45 3.56 2609 45 17-10-2022 25.37900417 86.49544652 Poor
NH-333B MGB-TTL 5+200 5+100 Decreasing R1 4.80 5.12 4.96 3786 45 17-10-2022 25.37846456 86.49623765 Poor
NH-333B MGB-TTL 5+100 5+000 Decreasing R1 1.91 2.12 2.02 1382 47 17-10-2022 25.37807891 86.49713081 Good
NH-333B MGB-TTL 5+000 4+900 Decreasing R1 1.84 2.28 2.07 1420 51 17-10-2022 25.37775265 86.49805495 Good
NH-333B MGB-TTL 4+900 4+800 Decreasing R1 1.66 1.80 1.73 1165 56 17-10-2022 25.37738078 86.49895721 Good
NH-333B MGB-TTL 4+800 4+700 Decreasing R1 2.14 2.60 2.37 1657 56 17-10-2022 25.37695577 86.4998311 Good
NH-333B MGB-TTL 4+700 4+600 Decreasing R1 5.27 4.18 4.73 3587 55 17-10-2022 25.37650994 86.50069388 Poor
NH-333B MGB-TTL 4+600 4+500 Decreasing R1 4.46 5.00 4.73 3594 54 17-10-2022 25.37604833 86.50154554 Poor
NH-333B MGB-TTL 4+500 4+400 Decreasing R1 1.87 1.71 1.79 1210 54 17-10-2022 25.37558821 86.50239817 Good
NH-333B MGB-TTL 4+400 4+300 Decreasing R1 2.02 1.86 1.94 1326 56 17-10-2022 25.37515641 86.50326706 Good
NH-333B MGB-TTL 4+300 4+200 Decreasing R1 2.10 2.38 2.24 1554 58 17-10-2022 25.37479979 86.50417709 Good
NH-333B MGB-TTL 4+200 4+100 Decreasing R1 2.03 2.02 2.02 1388 58 17-10-2022 25.37445724 86.50509455 Good

42. Page 43 of 70
NH
Number
Section
Code
Chainage(km)
Direction
Lane
Number
IRI
LWP
(m/km)
IRI
RWP
(m/km)
IRI
Lane
(m/km)
BI
(mm/Km)
Speed
(km/h)
Survey
Date
Latitude Longitude Remark
Start End
NH-333B MGB-TTL 4+100 4+000 Decreasing R1 4.58 4.78 4.68 3549 56 17-10-2022 25.37411394 86.50601253 Poor
NH-333B MGB-TTL 4+000 3+900 Decreasing R1 2.32 2.82 2.57 1815 54 17-10-2022 25.37376155 86.50692747 Fair
NH-333B MGB-TTL 3+900 3+800 Decreasing R1 1.55 1.84 1.70 1138 55 17-10-2022 25.37328805 86.50777194 Good
NH-333B MGB-TTL 3+800 3+700 Decreasing R1 1.65 1.91 1.78 1204 57 17-10-2022 25.37266976 86.50849352 Good
NH-333B MGB-TTL 3+700 3+600 Decreasing R1 2.90 2.71 2.81 2002 57 17-10-2022 25.37192693 86.50905553 Fair
NH-333B MGB-TTL 3+600 3+500 Decreasing R1 1.39 2.28 1.84 1244 57 17-10-2022 25.3710916 86.50943042 Good
NH-333B MGB-TTL 3+500 3+400 Decreasing R1 1.60 1.83 1.72 1153 57 17-10-2022 25.3702038 86.50960764 Good
NH-333B MGB-TTL 3+400 3+300 Decreasing R1 2.67 2.94 2.81 2002 57 17-10-2022 25.36930215 86.50957567 Fair
NH-333B MGB-TTL 3+300 3+200 Decreasing R1 5.43 5.49 5.46 4216 54 17-10-2022 25.36840845 86.50944253 Poor
NH-333B MGB-TTL 3+200 3+100 Decreasing R1 2.56 2.90 2.73 1939 51 17-10-2022 25.36751571 86.50929901 Fair
NH-333B MGB-TTL 3+100 3+000 Decreasing R1 1.82 1.97 1.90 1293 47 17-10-2022 25.36662273 86.50916398 Good
NH-333B MGB-TTL 3+000 2+900 Decreasing R1 2.53 2.57 2.55 1798 46 17-10-2022 25.3657379 86.50897492 Fair
NH-333B MGB-TTL 2+900 2+800 Decreasing R1 2.69 2.84 2.77 1969 47 17-10-2022 25.36488211 86.50866621 Fair
NH-333B MGB-TTL 2+800 2+700 Decreasing R1 2.43 2.14 2.28 1588 48 17-10-2022 25.36407256 86.50823182 Good
NH-333B MGB-TTL 2+700 2+600 Decreasing R1 2.19 2.37 2.28 1588 51 17-10-2022 25.36332297 86.50768174 Good
NH-333B MGB-TTL 2+600 2+500 Decreasing R1 1.88 1.78 1.83 1241 54 17-10-2022 25.36265372 86.50701669 Good
NH-333B MGB-TTL 2+500 2+400 Decreasing R1 2.40 2.82 2.61 1848 55 17-10-2022 25.36207336 86.50625683 Fair
NH-333B MGB-TTL 2+400 2+300 Decreasing R1 1.76 2.00 1.88 1278 56 17-10-2022 25.36158421 86.505422 Good
NH-333B MGB-TTL 2+300 2+200 Decreasing R1 1.89 1.82 1.85 1257 57 17-10-2022 25.36112028 86.50457109 Good
NH-333B MGB-TTL 2+200 2+100 Decreasing R1 1.98 2.15 2.06 1418 54 17-10-2022 25.36060019 86.5037626 Good
NH-333B MGB-TTL 2+100 2+000 Decreasing R1 1.76 1.83 1.80 1214 55 17-10-2022 25.35993113 86.50310344 Good
NH-333B MGB-TTL 2+000 1+900 Decreasing R1 2.16 2.16 2.16 1493 55 17-10-2022 25.35913227 86.5026543 Good
NH-333B MGB-TTL 1+900 1+800 Decreasing R1 2.21 2.17 2.19 1518 51 17-10-2022 25.35825642 86.50243549 Good
NH-333B MGB-TTL 1+800 1+700 Decreasing R1 2.55 3.34 2.95 2112 40 17-10-2022 25.35735811 86.50246178 Fair
NH-333B MGB-TTL 1+700 1+600 Decreasing R1 3.94 4.38 4.16 3110 27 17-10-2022 25.35648764 86.50272109 Poor
NH-333B MGB-TTL 1+600 1+500 Decreasing R1 2.32 3.16 2.74 1948 25 17-10-2022 25.35571771 86.5032283 Fair
NH-333B MGB-TTL 1+500 1+400 Decreasing R1 1.93 2.35 2.14 1478 47 17-10-2022 25.35507334 86.50391299 Good

43. Page 44 of 70
NH
Number
Section
Code
Chainage(km)
Direction
Lane
Number
IRI
LWP
(m/km)
IRI
RWP
(m/km)
IRI
Lane
(m/km)
BI
(mm/Km)
Speed
(km/h)
Survey
Date
Latitude Longitude Remark
Start End
NH-333B MGB-TTL 1+400 1+300 Decreasing R1 1.95 1.79 1.87 1272 50 17-10-2022 25.35451381 86.50468707 Good
NH-333B MGB-TTL 1+300 1+200 Decreasing R1 1.63 1.91 1.77 1194 50 17-10-2022 25.35397145 86.50548068 Good
NH-333B MGB-TTL 1+200 1+100 Decreasing R1 1.84 2.49 2.17 1497 51 17-10-2022 25.35341401 86.50625965 Good
NH-333B MGB-TTL 1+100 1+000 Decreasing R1 1.92 2.17 2.05 1405 38 17-10-2022 25.35286878 86.50705096 Good
NH-333B MGB-TTL 1+000 0+900 Decreasing R1 1.88 2.44 2.16 1493 41 17-10-2022 25.35230872 86.50783201 Good
NH-333B MGB-TTL 0+900 0+800 Decreasing R1 1.84 2.31 2.08 1430 50 17-10-2022 25.35172535 86.50858596 Good
NH-333B MGB-TTL 0+800 0+700 Decreasing R1 1.83 1.25 1.54 1024 53 17-10-2022 25.35112354 86.50932256 Good
NH-333B MGB-TTL 0+700 0+600 Decreasing R1 2.53 2.15 2.34 1633 55 17-10-2022 25.35051996 86.5100595 Good
NH-333B MGB-TTL 0+600 0+500 Decreasing R1 2.18 2.52 2.35 1640 54 17-10-2022 25.34991712 86.51079744 Good
NH-333B MGB-TTL 0+500 0+400 Decreasing R1 2.22 2.98 2.60 1839 53 17-10-2022 25.34930939 86.51153101 Fair
NH-333B MGB-TTL 0+400 0+300 Decreasing R1 2.47 2.57 2.52 1777 38 17-10-2022 25.34870603 86.51227034 Good
NH-333B MGB-TTL 0+300 0+200 Decreasing R1 2.22 2.94 2.58 1823 33 17-10-2022 25.34808915 86.51300014 Fair
NH-333B MGB-TTL 0+200 0+100 Decreasing R1 2.09 2.68 2.39 1669 38 17-10-2022 25.34749983 86.51374326 Good
NH-333B MGB-TTL 0+100 0+000 Decreasing R1 8.07 4.24 6.16 4825 20 17-10-2022 25.34690153 86.51448737 Poor
Section 2- Km 0.075 (End point of Rail Cum Road via Duct) to Km 5.198
NH-333B MGB-KHG 0+075 0+100 Increasing L1 Low Speed 13 17-10-2022 25.41561163 86.44084362
NH-333B MGB-KHG 0+100 0+200 Increasing L1 4.86 5.04 4.95 3781 32 17-10-2022 25.41580448 86.4407199 Poor
NH-333B MGB-KHG 0+200 0+300 Increasing L1 5.66 6.12 5.89 4593 32 17-10-2022 25.41664944 86.44038018 Poor
NH-333B MGB-KHG 0+300 0+400 Increasing L1 4.02 5.01 4.51 3407 44 17-10-2022 25.41754963 86.44034547 Poor
NH-333B MGB-KHG 0+400 0+500 Increasing L1 4.99 4.80 4.90 3734 44 17-10-2022 25.41843809 86.44051087 Poor
NH-333B MGB-KHG 0+500 0+600 Increasing L1 5.07 4.87 4.97 3796 34 17-10-2022 25.41933245 86.44064252 Poor
NH-333B MGB-KHG 0+600 0+700 Increasing L1 6.14 7.06 6.60 5217 20 17-10-2022 25.42023355 86.44059963 Poor
NH-333B MGB-KHG 0+700 0+800 Increasing L1 2.30 3.00 2.65 1877 28 17-10-2022 25.4211193 86.44040875 Fair
NH-333B MGB-KHG 0+800 0+900 Increasing L1 2.08 2.47 2.27 1581 34 17-10-2022 25.42200962 86.44024622 Good
NH-333B MGB-KHG 0+900 1+000 Increasing L1 5.87 6.23 6.05 4729 35 17-10-2022 25.42290944 86.44019642 Poor
NH-333B MGB-KHG 1+000 1+100 Increasing L1 3.06 3.39 3.23 2339 37 17-10-2022 25.42379978 86.44035488 Fair
NH-333B MGB-KHG 1+100 1+200 Increasing L1 2.42 3.30 2.86 2047 41 17-10-2022 25.42465567 86.44066303 Fair