Transcript RING ROAD OPENING NEW VISTAS OF DEVELOPMENT FOR …

RAJASTHAN STATE ROAD
DEVELOPMENT & CONSTRUCTION
CORPORATION LTD. JAIPUR
DEVELOPMENT AND OPERATION OF
BEAWAR-RAS-LAMBIYA-MERTA (SH-39)
LAMBIYA-JAITARAN (MDR-24) &
MANGLIAWAS-RAS ROAD (VR)
29.06.2010
DEVELOPMENT ON
BOT MODEL
STRUCTURE OF PRESENTATION
•
•
•
•
•
Project Location and Regional Accessibility
Necessity and Benefits
Project Features
Works Completed So Far
Project Packaging, Improvement Proposal and Cost
Estimates
• Financial Analysis
• Way Forward
PROJECT LOCATION
AND
REGIONAL ACCESSIBILITY
MDR-58
PROJECT ROAD FROM
BEAWAR TO MERTA (75 km)
PROJECT ROAD FROM
LAMBIYA TO JAITARAN
(25 km)
PROJECT ROAD FROM RAAS
TO MANGALIYAWAS (38 km)
EXISTING
RAILWAY LINE
NH-112
NH-14
PROPOSED
ALTERNATE
ALIGNMENT(9 km)
NECESSITY AND BENEFITS








Increased accessibility to Lime Stone mines of the area
Improved links for transportation of materials to & from Cement plants
i.e. Gujarat Ambuja (at Rabadiyawas), Shri Cement (at Bangur Ras) etc.
existing
in the region and provide better opportunity for their
expansion.
Reduced travel time from two cement factories to Merta railway loading
yard.
Shall provide a link from NH 89 to NH 8, NH14 & NH 112.
Road, if improved shall form life-line of Rajsamand Parliamentary
Constituency which is spread from Rajsamand to Nagaur Distt.
Reduced travel length from Udaipur to Bikaner (approx. 45 km)
Act as catalyst for business activities and economic conditions of the
area.
This Road Link will be vital & critical in the context of the Delhi Mumbai
Industrial Corridor (DMIC )
PROJECT FEATURES
• The approximate length of the Project Road – 138 kms.
• The project road passes through three districts of the state i.e.
Ajmer, Pali and Nagaur
• The Project road passes through 20 villages/towns/ habitations
• The project corridor comprises of parts of one State Highway i.e.
SH-39, MDR 24 and village road
• The land use is predominantly agriculture accept industrial at few
locations
• The plain terrain exists all along the corridor except steep vertical
gradient in Mangliawas- Ras Section
DETAILS OF HABITATIONS
ROAD SECTION
VILLAGES
BEAWAR – RAS (SH-39)
(Km 157 - Km 129)
ROOP NAGAR (KM 150 )
BABRA (Km 139 )
BANGUR (Km 133 )- (SHREE CEMENT PLANT)
RAS (Km 129)
RAS –LAMBIYA(SH-39)
(Km 129 – Km 112)
BALUPURA (KM 123)- (AMBUJA CEMENT PLANT)
LAMBIYA (KM 112)
LAMBIYA – MERTA(SH-39)
(Km 112 – Km 82 )
JAS NAGAR (KM106)
SAMELAV (KM 99)
DHANERIYA (KM 96)
KATYASNI (KM 90)
LAMBIYA – JAITARAN
(MDR-24)
(Km 0 – Km 25)
JAITARAN (KM 0)
BANJAKUDI (KM 9)
BASI (KM 18)
MANGLIAWAS – RAS
(Km 0 – Km 38)
JAITHANA (KM 3)
NAGELAV (KM 11.2)
KARNOS (KM 25)
PALIAWAS (KM 30)
ROAD CHARACTERISTICS
 The RoW varies from 10 m to 25 m
 The Existing carriage way width varies from 3.5 m to 7.0 m
7.0 m – 113 km
3.5 m Width – 25 km
Road section
Length (km)
Carriageway
Beawar – Ras (SH-39)
28
7.0 m with gravel shoulder
Ras – Lambiya (SH-39)
17
7.0 m with gravel shoulder
Lambiya – Merta (SH-39)
30
7.0 m with gravel shoulder
Lambiya –Jaitaran (MDR-24)
25
3.5 m with earthen shoulder
Mangliawas – Ras
38
7.0 m with gravel shoulder
1.2 km missing link
Total
138
 Bridges, Causeways and CD Works Details
 Major Bridges
1 Flush Causeway over River Luni
 Minor Bridges
11 Nos.
 Level Crossings
2 Nos
 Major Intersections 7 Nos
 Existing Bypass
Nil
FORMULATION OF
THE PACKAGES
Merta
PACKAGE –A
(MERTA TO BABRA)
4-laning (57 km)
PACKAGE –D
(LAMBIYA TO JAITARAN)
2-laning (25 km)
PACKAGE –B
(RAS TO MANGLIAWAS)
4-laning (38 km)
Lambiya
Ras
Mangliawas
Babra
NH-112
PACKAGE –C
(BABRA TO BEAWAR)
2-laning with paved
shoulder (19 km)
Jaitaran
NH-14
Beawar
WORK COMPLETED SO FAR
 QAP
and Inception Report have submitted
 All field work and surveys completed
 Alignment designs and cost estimates for
Packages A completed. Other packages
under progress
 Financial Feasibility has already been
examined for priority package (Package-A,
57 km)
DETAIL OF PACKAGE A ALONG WITH COST
ESTIMATE
(MERTA TO BABRA)
Merta1. Merta-Lambiya (Between Jas Nagar – Merta Km
PCUs -7124
Vehicle-2766
CVD-1588
102)
2. Lambiya-Ras (Between Balupura-Ras at km 124)
Lambiya
Ras
NH-112
PCUs -5166 Babra
Vehicle-2598
CVD-1155
NH-14
SUMMARY OF IMPROVEMENT
PROPOSALS
(MERTA TO BABRA)
 The proposed cross sections are as follows:
 Carriageway : 2x7.0m
 Median: 1.5m
 Hard shoulder: 2x1.5
 Earthen shoulder: 2x1.0
 The total formation width is proposed 20.5m
 Centric widening is proposed.
 The Stage construction has been adopted in the new construction
 The suitable overlay thickness for Strengthening of Existing Pavement.
 All culverts (3 RCC + 32 Hume pipe) are proposed to be widened upto formation
width i.e. 20.5m.
 2 minor bridges are proposed to be widened upto formation width i.e. 20.5m.
 2-lane new bridge across Luni river has been proposed.
 Creation of 2 bypass at Jasnagar and Babra villages
 Track lay byes, bus bays, refusal lane near Toll plaza and way side amenities.
 Road side appurtenances.
Proposal for Bypass for Babra Village
EXISTING PROJECT ROAD
AT BABRA VILLAGE (2 km)
EXISTING ONE WAY
MOVEMENT
ALIGNMENT
BABRA VILLAGE
PROPOSED BYPASS
FOR BABRA VILLAGE
(2.5 km)
PROPOSED BYPASSES
BEAWAR – RAS – ROAD
TAKE OFF POINT OF BABRA BYE-PASS
BEAWAR – RAS – ROAD
TAKE OFF POINT OF BABRA BYE-PASS
BEAWAR – RAS – ROAD
END OF BABRA BYE-PASS 17/860
Proposal for Bypass for Jasnagar Village
EXISTING PROJECT
ROAD AT JASNAGAR
VILLAGE (1.5 km)
PROPOSED
BYPASS FOR
JASNAGAR
VILLAGE (1.5 km)
JASNAGAR VILLAGE
COST ESTIMATE FOR PACKAGE A
S.N. Road Section
1 Merta Lambiya -I
Design Criteria Existing
Length
(in Km)
CBR 5%
MSA 45
Ch. Deflect.
1 mm
2 Merta CBR 5%
Lambiya -II MSA 45
Ch. Deflect.
1 mm
3 Ras Lambiya CBR 7%
MSA 40
Ch. Deflect.
1 mm
4 Ras Babra
CBR 9%
MSA 45
Ch. Deflect.
1 mm
Total
Bye Pass
Length
(in km)
15
0
15
3
17
0
10
3.5
57
6.5
Specification Taken
on Existing
on widen
Bye pass
40 mm BC
40 mm BC
40 mm BC
60 mm DBM 165 mm DBM 165 mm DBM
250 mm WMM
250 mm
330 mm GSB
WMM
330 mm GSB
40 mm BC
40 mm BC
40 mm BC
60 mm DBM 145 mm DBM 145 mm DBM
250 mm WMM
250 mm
300 mm GSB
WMM
300 mm GSB
40 mm BC
40 mm BC
40 mm BC
60 mm DBM 120 mm DBM 120 mm DBM
250 mm WMM
250 mm
230 mm GSB
WMM
230 mm GSB
40 mm BC
40 mm BC
40 mm BC
60 mm DBM 110 mm DBM 110 mm DBM
250 mm WMM
250 mm
200 mm GSB
WMM
200 mm GSB
Cost (in
Cr.)
Total
30.82
32.54
30.04
26.35
119.74
COST ESTIMATE FOR PACKAGE A
S.No.
Phasing
Cost
(Rs. in Cr.)
Initial investment required for construction
development of Merta-Babra road stretch (57 km)
1.
2
3.
.
Initial construction cost
Construction cost of the
2-laning new bridge on Luni river
Total Civil construction Cost
Land acquisition cost @ Rs. 6.00 lac/per
hact. + 30% on the DLC
Grand Total (including Land
Acquisition Cost)
and
119.74
10.00
129.74
2.6
132.34
DETAIL OF PACKAGE B ALONG WITH COST
ESTIMATE
(RAS TO MANGLIAWAS)
Ras-Mangliawas ( Karnos - Paliawas at Km
29)
PACKAGE –B
(RAS TO MANGLIAWAS)
4-laning (38 km)
PCUs -3732
Vehicle-1152
CVD- 861
Ras
Mangliawas
NH-112
NH-14
SUMMARY OF IMPROVEMENT
PROPOSALS
(RAS TO MANGLIAWAS)
 The proposed cross sections are as follows:
 Carriageway : 2x7.0m
 Median: 1.5m
 Hard shoulder: 2x1.5
 Earthen shoulder: 2x1.0
 The total formation width is proposed 20.5m
 Eccentric widening is proposed.
 The Stage construction has been adopted in the new construction
 The suitable overlay thickness for Strengthening of Existing Pavement.
 All culverts (4 minor bridge, 7 RCC culvert, 20 Hume pipe) are proposed
to be widened upto formation width i.e. 20.5m.
 Creation of 4 bypass at Paliawas, Karnos, Nagelaav, Jaithana
 Curve improvement
 Track lay byes, bus bays, refusal lane near Toll plaza and way side
amenities.
 Road side appurtenances.
Proposal for Bypass for Paliyawas Village
EXISTING PROJECT ROAD
AT PALIYAWAS VILLAGE
(1.5 km)
PALIYAWAS
PROPOSED BYPASS FOR
PALIYAWAS VILLAGE (1.5 km)
Proposal Alignment for Kaarnos Village
KAARNOS
PROPOSED ALIGNMENT
FOR KAARNOS
EXISTING PROJECT ROAD AT
KAARNOS VILLAGE
Proposal for Bypass for Naagelaav Village
EXISTING PROJECT ROAD AT
PALIYAWAS VILLAGE (2.5 km)
NAAGELAAV
PROPOSED BYPASS FOR
NAAGELAAV (1.8 km)
Proposal for Bypass for Jaithana Village
PROPOSED BYPASS
FOR JAITHANA (1.5 km)
JAITHANA
EXISTING PROJECT ROAD
AT JAITHANA (1.5 km)
COST ESTIMATE FOR PACKAGE B
S.No.
Phasing
Cost
(Rs. in Cr.)
Initial investment required for construction and
development of Ras-Mangliawas road stretch (38km)
1.
Initial construction cost
2.
Land acquisition cost @ Rs. 6.00 lac per
hect. + 30% DLC (Total land including
bypasses, 72.0 hact. for curve
improvements & 27.5 hact. for creation
of bypasses, total of 99.5 hact.)
Total cost
67.34
8.00
75.34
DETAIL OF PACKAGE C & D ALONG
WITH COST ESTIMATE
(BABRA TO BEAWAR) &
(LAMBIYA TO JAITARAN)
PACKAGE –D
(LAMBIYA TO JAITARAN)
2-laning (25 km)
Lambiya
PCUs -5745
Vehicle-2918
CVD-1287
PCUs -2291
Vehicle-1776
CVD-352
Babra
NH-112
PACKAGE –C
(BABRA TO BEAWAR)
2-laning with paved
shoulder (19 km)
Jaitaran
NH-14
Beawar
SUMMARY OF IMPROVEMENT
PROPOSALS
(BABRA TO BEAWER)- PACKAGE C
 The proposed cross sections are as follows:
 Carriageway : 7.0m
 Paved shoulder: 2x1.5
 Earthen shoulder: 2x1.0
 The total formation width is proposed 12.0m
 Centric widening is proposed.
 The Stage construction has been adopted in the new construction
 The suitable overlay thickness for Strengthening of Existing Pavement.
 All culverts are proposed to be widen upto formation width i.e. 12.0m.
 Development of the Beawar bypass
 Curve improvement
 Track lay-byes, bus bays, refusal lane near Toll plaza and way side
amenities.
 Road side appurtenances.
SUMMARY OF IMPROVEMENT
PROPOSALS
(LAMBIYA TO JAITARAN)- PACKAGE D
 The proposed cross sections are as follows:
 Carriageway : 7.0m
 Hard shoulder: 2x1.5
 Earthen shoulder: 2x1.0
 The total formation width is proposed 12.0m
 Centric widening is proposed.
 The Stage construction has been adopted in the new construction
 The suitable overlay thickness for Strengthening of Existing Pavement.
 All culverts are proposed to be widen upto formation width i.e. 12.0m.
COST ESTIMATE FOR PACKAGE C & D
S.No.
Phasing
Cost
(Rs. In Cr.)
Initial investment required for construction and development of 2laning with 1.5m paved shoulder road from Babra to Beawar (17 km)
Package C
1.
Initial construction cost
16.67
2.
Land acquisition cost @ Rs. 6.00 lac per hect. +
30% DLC (Total land acquisition for Beawar
bypass 24 hact.)
2.00
Total initial cost
18.67
Initial investment required for construction and development of
2-laning road from Lambiya to Jaitaran (25 km)- Package-D
1.
Initial construction cost
22.16
TOLL PLAZA LOCATIONS
33
17 km from
Merta near
Samelav
7 km from
Ras near
Balupura
13 km from
Mangliawas
after
Naagelav
NH-112
13 km from
Beawar
(4 km away
from Byepass)
NH-14
TOLL RATES FOR DIFFERENT CATEGORIES OF
VEHICLE
(W.e.f. 1.5.2011)
Vehicles
Upto 20km,
toll rate in Rs.
Above 20 km,
toll rate per
km in Rs.
Car/Jeep/
Van/Taxi
18.63
0.46
Mini Bus/Bus
46.59
63.96
95.03
1.20
1.56
2.30
156.53
3.94
LCV
2 Axle/3 Axle
Truck
Multi Axle
Truck
TOLLABLE TRAFFIC
Vehicles
Toll Plaza-1
between MertaLambiya
Car/Jeep/
Van/Taxi
372
522
218
45
56
100
59
3
LCV
133
70
67
36
2 Axle Truck
391
707
461
335
439
268
90
180
228
256
266
502
1886
1745
1318
863
Mini Bus/Bus
3 Axle Truck
Multi Axle
Truck
Total
Toll Plaza-2 Toll Plaza- Toll Plaza-4
between
3 between
between
LambiyaBabraRas
Babra
Beawar
Mangliawas
PROJECTED TOLL REVENUE
(All values in Cr.)
Details
Total Revenue from
Toll Collection
2012-13 2017-18 2022-23 2027-28
22.42
40.95
66.25
119.35
2033-34 2036-37
227.53
298.41
FINANCIAL ANALYSIS
ESTIMATED CAPITAL COST OF PROJECT
Particulars
Package A
Amount
(Rs. in Cr.)
A Initial cost of Civil works
B Add 25% for Physical and Price
Contingencies, interest during
construction, other financing
costs etc
Total Initial Capital Expenditure
(A+B)
C Land acquisition cost
Grand Total Capital Expenditure
including land acquisition cost
Package B
Total Capital
Cost of
Amount
(Rs. in Cr.) Package A& B
(Rs. In Cr.)
119.74+10.
00=129.74
67.34
197.08
32.44
16.08
48.52
162.18
83.42
245.60
2.6
8.00
10.60
164.78
91.42
256.20
FINANCIAL ANALYSIS
Routine Maintenance Expenses
Duration/
Maintenance
expenses
0.5% of Total Initial
Capital Expenditure
0.75% of Total Initial
Capital Expenditure
1.0% of Total Initial
Capital Expenditure
Initial 7 years
from COD
2nd & 3rd Year from
COD
4th & 5th Year from
COD
6th & 7th Year from
COD
9th to 14th year
from COD
9th & 10th Year from
COD
11th & 12th Year from
COD
13th & 14th Year
from COD
16th to 21st year
from COD
16th & 17th Year
from COD
18th & 19th Year from
COD
20th & 21th Year
from COD
23rd to 26th year
from COD
23rd & 24th Year
from COD
25th & 26th Year from
COD
NA
Note: An escalation factor of 5% per annum has been provided.
PERIODIC MAINTENANCE AND STRENGTHENING AND
OVERLAY
Sr.
No
Particulars
Package A
Package B
Amount
(Rs. in Cr.)
Amount
(Rs. in Cr.)
1 Renewal in 8th year from
19.83
16.47
36.30
2 Strengthening and renewal
45.67
34.11
79.78
3 Renewal in 22nd year from
19.83
16.47
36.30
85.33
67.05
152.38
CoD
in 15th year from CoD
CoD
Total of Periodic renewable
and strengthening cost
Note: An escalation factor of 5% per annum has been provided.
Total
FINANCIAL ANALYSIS
Operation Expenses
The total Cost of operation is divided in the following
heads:
 Toll collection Expenses: Rs. 3 Lakhs per month for each
toll plaza.
 Administrative expenses for day-to-day operation : Rs. 2
Lakhs per month for each toll Plaza.
An Escalation of 5% per annum has been provided on
operation expenses.
FINANCIAL ANALYSIS
Resource Mobilization Schedule:
Description
Percentage of total
cost incurred
First Six Next Six Last Six
months Months Months
20%
40%
40%
FINANCIAL ANALYSIS
Assumptions for financial analysis:
Debt- Equity ratio
70:30
Concession period (Excluding 18 25 years
months construction period)
Escalation
Interest on Debt
Project Phasing
Loan Repayment period
Tax rebate
Moratorium period
Depreciation method
5% per annum on Civil Construction
Cost
9.25% per annum
First six months – 20% , Next Six
months – 40%, Last six months – 40%
12 years including
construction period
10 years
1.5 years
Straight line method
18 month of
FINANCIAL ANALYSIS
Assumptions for financial analysis:
Corporate Tax
30%
Surcharge
10%
Education Cess
2%
SHE Cess
1%
Effective Tax Incidence
33.99%
FINANCIAL ANALYSIS
Pre tax Financial internal Rate of
Return (FIRR) of the project-
13.77 %
Post tax Financial internal Rate of
Return (FIRR) of the project-
12.64%
THANKS