AN ISO 9001-2000 CERTIFIED COMPANY FOR CIVIL ENGINEERING CONSULTANCY
Project Location
Gotan
Borunda
Khejarla
Bilara
Sojat
Project Map
Gotan
Borunda
Khejarla
Bilara
Sojat
Necessity of The Project
This route Carries Heavy Mining and
Industrial Traffic. A large number of lime, cement
and chemical Industries nearly more than 100 are
situated on this road. Besides this a large number
lime stone
quarries are also situated in the
surroundings of this Road.
The road caters for raw and finished lime
product transportation. The area is agriculturally
rich and improvement of this road will reduce the
operation and maintenance cost of vehicles plying
over this road.
Study Objective
Study Objective
 Development of the road as two laning with paved
shoulder or earthen shoulder.
 Determining technical feasibility & financial
viability.
 Development & Construction of project highway
with project facilities, enhanced safety & Level of
services.
 To ensure minimum adverse impact on local
population, road users & environment .
 Phased development of project
highway for
improving its financial viability with minimum
inconvenience to traffic if additional work are
undertaken within 7 years.
Work Done Till Date
Work Done Till Date
 Reconnaissance Survey Completed
 Mobilization of Staff
 7 Days Traffic demand assessment and classified
Traffic
Volume
count
work
completed,
Intersection volume count completed, Pedestrian
crossing
completed.
Axle
load
Spectrum
completed.
 Topographic, Alignment and Land use survey
completed for 70km of project road. Bridge & road
condition survey completed.
 Geotech, material, hydrology, drainage survey in
progress
 Inspection of available records completed.
 Land Plan survey under preparation.
 Environment and social impact study in progress.
Time Schedule for Submission
Key Date No. Description of Deliverables
Week No.
KD1
Submission of Inception Report
1
KD2
Submission of Draft Detailed Project Report,
Bidding Documents and land acquisition
report
4
KD3
Approval of Final Detailed Project Report and
Bidding Documents
6
KD4
Submission of required project clearances
from the concerned agencies
8
KD5
Completion of project
104
Road Details
Project Description
• Project Road is Road from Gotan to Sojat Via
Pundlu – Borunda
• Project Road is having total length of 93 Kms.
• Project Road length is 23 KM in district Nagour.
• Project Road length is 58 KM in district Jodhpur &
12 KM in Pali
Existing ROW
12 – 15 M
15 – 20 M
13 KM
80 KM
Project Description contd..
Project Road passes through town villages as below :
KM
City / Village Name
0
Gotan
16
Pundlu
28
Borunda
36
Haria Dhana
41
Ransigaon
61
Kharia Meethapur
63
Bilara
 Predominant land use is agriculture.
 Structures are generally in good condition.
 Minor bridges and pipe culverts shall have to be reconstructed /
widened.
 Flush Causeways will be replaced by Culverts.
 Bypass at Ransigaon-Hariadhana and pundlu are proposed.
 Construction of CC road in Borunda mining area and other water logged
village portions.
Physical Features
Features
Road Length (in KM)
93Km + 7.0km Extended loop to Khejarla +
6.0km Bypasses + 1.0 Geometrical
Improvement of road
Detail
107 Km
Intersection
11
Minor Bridge
2
Causeway / Culverts
Road Condition
49
Fair
38 Km
Poor
50 Km
Kuccha / damaged
5 KM
Physical Features contd..
 Formation Width
 Various from 10 M to 12 M
 Carriageway Width







KM
KM
KM
KM
KM
KM
KM
0/0 – 22/0
22/0 – 26/0
26/0 – 45/0
45/0 – 53/0
53/0 – 62/0
62/0 – 63/0
63/0 – 93/0
5.5 M
Kuccha/Damaged
3.75 M
5.5 M
3.75 M
7M
5.5 M
 Crust Thickness
 WBM
 GSB
 B.T.
 CBR
 10.0%
-
150 MM
300 MM to 230 MM
20mm PMC
Linear Plan
Linear Chart
Photos
ALIGNMENT THROUGH
TOWN/VILLAGES
The alignment passes through village GotanPundlu-Borunda-Hariadhana-Ransigaon-MurkasniJhaak-Khariameethapur-Bilara-Barna and Atpada.
Bypass is proposed at Ransigaon.
Road Geometrics Improvement proposed near
village Pundlu and at road from Pundlu to Borunda.
Road Alignment
Gotan
RAM NAGAR
Village
Pundlu Village
Toll Plaza
Borunda
Road Geometrics Improvement
Existing Length = 850m
PUNDLU
Existing Length = 225m
Proposed Length = 525m
Proposed Length = 105m
Existing Road
Proposed Road
Road Geometrics Improvement
Proposed Length = 515m
Existing Length = 950m
Existing Road
Proposed Road
BORUNDA
Toll Plaza
HARIADHANA
RANSIGAON
KHEJARLA
MURKASNI
RANSIGAON
JHAAK
RIVER
RIVER
Toll Plaza
UDALIYAWAS
KHARIAMEETHAPUR
Proposed bypass at
Ransigaon
EXISTING
PROPOSEDTRAFFIC
TRAFFICFLOW
FLOW
Existing Length =
2470m
Prop. Length =
1800m
RANSIGAON
Existing Length =
3130m
Prop. Length =
2500m
Existing Road
Proposed Road
KHARIAMEETHAPUR
Bilara
Bilara
BARNA
Toll Plaza
ATBARA
RUNDIYA
MANDLA
Toll Plaza
RIVER
Sojat
RIVER
Traffic Details
Traffic Data Collection
S. No. Traffic Count Stations
Location
1
KM 1 – TVC – I
Just after Gotan Town area
2
KM 20 – TVC II
Pundlu
3
KM 45 – TVC III
Ransigaon
4
KM 45 – TVC IV
Khejrla
5
KM 65 – TVC – V
Bilara Town
Gotan to Borunda
Vehicles
Two Wheeler
EquivaADT lent PCU PCU
Factor
399
0.5
200
Auto Rickshaw
7
1
7
Car/Jeep/ Taxi
290
1
290
Buses
25
3
75
Truck < 5 Tonne
20
3
60
Truck > 5 Tonne
271
3
813
339
4.5
1526
52
4.5
234
301
4.5
1355
Cycle
84
0.5
42
Other/ Bullock
Cart
16
8
128
Multi Axle Truck/
Trailer
Tractor Excluding
Agriculture Produce
Tractor with
Agriculture Produce
4730
Borunda to Khariameethapur
Vehicles
Two Wheeler
EquivaADT lent PCU PCU
Factor
1520
0.5
760
Auto Rickshaw
100
1
100
Car/Jeep/ Taxi
390
1
390
59
3
177
Truck < 5 Tonne
160
3
480
Truck > 5 Tonne
530
3
1590
211
4.5
950
280
4.5
1260
214
4.5
963
303
0.5
152
37
8
296
Buses
Multi Axle Truck/
Trailer
Tractor Excluding
Agriculture Produce
Tractor with
Agriculture Produce
Cycle
Other/ Bullock
Cart
7118
Khejarla to Khariameethapur
Vehicles
Two Wheeler
EquivaADT lent PCU PCU
Factor
637
0.5
319
Auto Rickshaw
40
1
40
Car/Jeep/ Taxi
172
1
172
28
3
84
Truck < 5 Tonne
5
3
15
Truck > 5 Tonne
43
3
129
123
4.5
554
120
4.5
540
160
4.5
720
202
0.5
101
14
8
112
Buses
Multi Axle Truck/
Trailer
Tractor Excluding
Agriculture Produce
Tractor with
Agriculture Produce
Cycle
Other/ Bullock
Cart
2786
Bilara to Sojat
Vehicles
Two Wheeler
EquivaADT lent PCU PCU
Factor
2011
0.5
1006
Auto Rickshaw
167
1
167
Car/Jeep/ Taxi
533
1
533
67
3
201
Truck < 5 Tonne
184
3
552
Truck > 5 Tonne
305
3
915
311
4.5
1400
118
4.5
531
152
4.5
684
230
0.5
115
20
8
160
Buses
Multi Axle Truck/
Trailer
Tractor Excluding
Agriculture Produce
Tractor with
Agriculture Produce
Cycle
Other/ Bullock
Cart
6264
Traffic Projections
As per IRC-37:2001
7.5% increase in traffic per Annum
As per Model Concession Agreement 6% increase in traffic per Annum
For pavement design :
CBR : 10%
VDF :
BUS 1.5
Truck 3.5
LCV
1.5
Hence for crust design purposes as per IRC-37:2001
S.No.
Section
MSA
Total Pavement
Thickness
BC
DBM
WMM
GSB
1.
CBR 10%
20
565
40
75
250
200
Lane Capacity Standards
Capacity
Two Lane with 1.5m
earthen shoulder
Two Lane with 1.5m
paved shoulder
PCU/Day (Level of
Services – B)
PCU/Day (Level of
Services – C)
15000
17500
18000
24000
Laning Requirement
S.
No.
SECTION
PCU
2010
PCU
2012
PCU
2017
PCU
2022
PCU
2027
PCU
2030
1
Gotan to Borunda
4730
5315
7113
9519
12738
15171
2
Borunda to
Khariameethapur
7118
7998
10704
14325
19171
22832
3
Khejarla to
Khariameethapur
2786
3130
4189
5604
7498
8931
4
Bilara to Sojat
6264
7038
9418
12603
16867
20089
Capacity of 2 lane with earthen shoulder exhausting in year
2023 in respect of Borunda to Khariameethapur, in year 2025 in
respect Bilara to Sojat and year 2030 in respect to reach from
Gotan to Borunda hence to two lane with paved Shoulder will be
required.
Design Standard for 2 Lane with Paved Shoulder
S No.
1
2
3
4
5
6
7
Design Element
Design Speed
Ruling
Minimum
Number of traffic lanes
Width of each lane
carriageway
Shoulder width
Hard
Earthen
Cross fall
Carriageway
Earthen Shoulder
Embankment Slope (H:V)
Sight Distance
Desirable
Absolute Minimum
Unit
Proposed Design
Standard as per the
contract
KM/h
KM/h
No.
100
80
2
m
3.5
m
m
1.5
1.0
%
%
2.5
4.0
2:01
m
m
250
180
S No.
8
9
10
Unit
Proposed Design
Standard as per the
contract
Maximum Super Elevation
%
5.0
Ruling minimum radius
m
500
Absolute Minimum radius
m
360
Radius beyond which super
elevation is not required
m
1800
Transition Curve Length
m
0.0215 V3/ CR where V=
design speed, R= radius of
curve
Ruling Gradient
%
2.0
Maximum Gradient
%
2.5
Minimum Length of
Vertical Curve
m
60
Design Element
Horizontal Curves
Vertical Alignment
Toll Plaza
Location of Proposed Toll Plazas
Toll Station No. Location
Tollable Length
1
Km 1 (At Gotan)
28 Km
2
Km 35 (At Borunda)
35 Km
3
Km 60 (At Khariameethapur)
27 Km
4
Km 70 (At Bilara)
30 Km
5
Km 93 (At Sojat)
Cross Section of Road
Cross Section of Road
Cross Section of Road
Project Viability
Cost Estimate
Particulars
Amount (in lacs)
A Construction of Road
(I) BT Road
(II) CC Road
8039.89
736.94
Total of A
B
C
D
E
F
Cost for CD work
Utility Shifting
Cost for Toll Plazas (5 nos)
Cost for Truck Lay Byes
Cost for Bus Shelters L-S
8776.83
1200.00
50.00
100.00
25.00
25.00
Base cost of A to F
Land Acquisition @ 5%
Escalation for the 2nd year @ 10% (Without LA)
TP @ 10% (Without LA)
Contingency @ 5% (Without LA)
Quality control @ 1% (Without LA)
Guarantee Commission to State Govt. (Without LA)
10176.83
508.84
1017.68
1017.68
508.84
101.77
101.77
Sub Total
A&S Charges
Application fee and front end fee
IDCP
13433.41
1343.34
67.17
1333.83
Total Cost of Project
16177.75
Toll Realisation
For Toll Realisation following exemption have been made
Type of
Traffic
Percentage
assumed excluding
daily passes
Presumed Tollable
Traffic in % of Colume 2
Net Tollable Traffic
1
2
3
4
Tractors
30
90
27
Cars % Jeeps
70
85
59.5
Buses
70
95
66.5
Trucks < 5 T
70
95
66.5
Trucks > 5 T
70
97
67.9
Multi Axle
Trucks
70
100
70
Of the net Tollable Traffic 85% Toll realisation has been assumed in the
project viability calculation.
Project Cost Repayment
Project Cost
13433.41 Lac
Construction Period
2 Year
Toll Collection Period
18 Years 2 Months
Concession Period
20 Years 2 Months