6/8 Laning of Existing NH-4B(A1-E Section from Km. 3.600 to Km. 27.270,
D-G Section From Km. 0.000 to Km. 4.492), NH-348 (Previous SH-54(From
Km. 5.300 to Km. 14.850) and Amra Marg (From Km. 0.000 to Km. 6.200)) on
the boundaries of proposed Navi Mumbai International Airport and
connectivity to JNPT in the State of Maharashtra on EPC mode.
MUMBAI JNPT PORT ROAD COMPANY LIMITED
AN SPV OF
NATIONAL HIGHWAYS AUTHORITY OF INDIA
(Ministry of Road Transport & Highways)
Government of India
1
PROJECT LAYOUT
Proposed
4th LNG
Terminal
Proposed
Navi Mumbai
Airport
2
Project Background
The project of connectivity to JNPT has been executed under Port Connectivity
programme approved by the Cabinet.
The Cabinet in its meeting on 05.04.2000 approved implementation of 1000 km under
Port Connectivity to 12 major Ports of the country on BOT basis. The Cess receipt was
not to be expended on these Projects and therefore this was to be executed on NHAI /
SPV basis.
Mumbai Jawaharlal Nehru Port is one of the 12 major Port for which Port Connectivity
Project was to be implemented on the SPV basis.
Accordingly, Mumbai JNPT Port Road Company Limited (MJPRCL) SPV was formed
on 26.12.2000 comprising 3 stakeholders (i) NHAI, (ii) Jawaharlal Nehru Port Trust
(JNPT) and (iii) City and Industrial Development Corporation of Maharashtra Limited
(CIDCO) having equity share of 66.45%, 27.39% and 6.16% respectively. This SPV took
up the construction of connectivity to JNPT Port in 2003. The Project was implemented in
Packages-I including 4 lane of NH-4B in 26.43 km, a small portion of NH-4 in 3.5 km, 10
km of SH-54 and 6 km of Amra Marg, it also included construction of six lane Panvel
Creek Bridge Project. The work of Package-I was completed in August, 2005 and the
work of Package-II was completed in December, 2008. The Toll Collection is in operation
at three Toll Plaza locations two on NH-4B and one on SH-54. The receipts from revenue
are credited to the SPV.
3
Traffic Forecast
Section
A1 - D
SH - 54
2014
2015
2016
2017
Traffic (PCU) Growth Rate = 14.1%
(Due to proposed 4th Container Terminal of JNPT)
2018
2019
2020
2021
2022
2023
2024
Traffic Volume Count
Airport
59072
---
62026
---
65127
---
68383
---
78025
---
89027
---
101580
---
115902
---
132245
---
150891
---
172167
---
Total
59072
62026
65127
68383
78025
89027
101580
115902
132245
150891
172167
Traffic Volume Count
Airport
22322
---
23438
---
24610
---
25841
---
29484
---
33641
---
38385
---
43797
---
49972
---
57018
---
65058
---
Total
22322
23438
24610
25841
29484
33641
38385
43797
49972
57018
65058
Traffic Volume Count
41621
43702
45887
48182
54975
62727
71571
106315
121305
Airport
---
---
---
---
---
7756
9885
12015
14144
16393
18642
Total
41621
43702
45887
48182
54975
70483
81456
93677
107321
122708
139947
Traffic Volume Count
39075
41029
43080
45234
51612
58890
67193
Growth Rate = 5%
76667
87477
99812
113885
-----
39606
---
41586
---
43666
---
45849
---
48141
---
50548
---
53076
---
55730
---
58516
---
61442
---
Total
39075
80635
84666
88900
97461
107031
117741
129743
143207
158328
175327
Traffic Volume Count
53996
56696
59531
62507
71321
81377
92851
Growth Rate = 5%
105943
120881
137925
157373
Sion - Panvel
---
39606
41586
43666
45849
48141
50548
53076
55730
Growth Rate = 5%
58516
61442
Airport
---
---
---
---
---
23267
29655
36043
42431
49178
55925
Total
53996
96302
101117
106173
117170
152785
173054
195062
219042
245619
274740
Description
Traffic (PCU) Growth Rate = 5%
D-G
D-E
Amra
Marg
Sion - Panvel
Airport
81663
93177
Growth Rate = 5%
4
Project Necessity
•The capacity of four lane as per level of service B is 40,000 PCUs and for level of service C is 60,000
PCUs. The existing road sections are 4-lane configuration having capacity of about 40,000-46,000 PCUs. In
addition to the above, substantial increase in traffic is expected due to capacity augmentation of JNPT from
4.3 million TEUs/annum (Twenty Seat Equivalent) to 10.9 million TEUs/annum due to implementation of
their 4th terminal in 2016 and upcoming Navi Mumbai International Airport having planned capacity of 62
million passengers per year in 2015. Additionally, due to improved connectivity of project roads and
development of Sion-Panvel highway to 14 lanes, additional traffic is expected to get diverted to the project
roads. The present traffic volume is in the range of 83,000-1,18,000 PCUs as such 6 laning of 20.95 km
and 8 laning of 22.962 is proposed.
•Mumbai Jawaharlal Nehru Port Road Company Ltd (MJPRCL) proposed widening of NH-4B, SH 54 &
Amra Marg from 4-lane to 6/8-lane configuration to tackle increased traffic to /from JNPT.
• The project stretches are located on the boundaries of proposed Navi Mumbai International Airport and
would increase in the traffic demand.
• The primary aim of the project is to develop a facility for efficient and uninterrupted flow of vehicular
traffic.
5
Project consists of following road stretches
Sr.
Road Name/No.
No.
1.
NH-4B (AI-E)
From
(km)
3.600
To
(km)
Length
(kms)
27.270 23.67
Present
Widening Traffic
(2014)
4 to 6 lane
59072
8.667 km
4 to 8 lane
39075
15.003 km
Projected
Traffic
(2024)
172167
175327
2.
NH – 4B (D- G)
0.000
4.492
4.492
4 to 8 lane
41621
139947
3.
NH-348 (Previous
SH-54)
5.300
14.850 9.550
4 to 6 lane
22322
65058
4.
NH-348 (Previous
Amra Marg)
0.000
6.200
4 to 8 lane
53996
274740
6.200
6
Layout of EPC Packages
7
Package-1
Project Layout
8
Package-1
Proposed Salient Features
9
Package-1
Improvement Proposal
At present NH-4B is intersecting NH-348 (Previous SH-54) at km 5.000 of NH-4B. Now it is
proposed to provide a grade separated structure in the form of interchange.
The improvement proposed includes.
NH-4B (from Km. 3.600 to Km. 6.073)
NH-348 (from Km. 5.300 to Km. 7.422)
(i) NH-348 is proposed to be raised and NH-4B will be at grade.
(ii) On NH-4B there are two existing ROBs, one of the ROBs on NH-4B towards Panvel side
at Km 5.541 is proposed to be retained and by the side of this, one 4 lane new ROB is to
be constructed.
(iii)On NH-4B towards JNPT side the existing ROB is proposed to be abandoned and
dismantled on account of Dedicated Freight Corridor proposed on the existing railway
line where vertical clearance requirement is more (8m) than the present vertical clearance
(5.5m). Therefore, at this location 8 lane new ROB is proposed.
(iv)The approach roads on NH-4B are proposed as8-lane and on NH-348 are 6-lane. The
approach roads are proposed as flexible pavement. It is reported that the approach roads
are on high embankment and likely to experience settlement and therefore concrete
pavement should be avoided.
10
Package-1
Sr. No.
Proposed Structures
Location of structure
Total Width
Length
of Structure
(m)
(m)
Area of
Structures
(Sq.m.)
Type of
Structures
Karal Phata Interchange plus RoB
1
2
3
4
5
6
7
8
9
10
11
12
13
14
Km. 6.000 of NH-348 (old SH-54)
Ramp 1
Loop 1
Loop 2
Loop 3
Loop 4
Km. 5.541 NH-4B (LHS)
Km. 5.541 NH-4B (LHS)
Km. 4.453 NH-4B (LHS)
Km. 4.453 NH-4B (LHS)
Km. 4.453 NH-4B (RHS)
Km. 4.453 NH-4B (RHS)
ROB- on Ramp-3
ROB- on Ramp-3
891
267
242
254.75
160
291
87.5
547.5
95
799.45
95
732.9
125
193.18
28.2
10
10
10
10
10
17.6
17.6
17.6
17.6
17.6
17.6
10
10
25126.2
2670
2420
2547.5
1600
2910
1540
9636
1672
14070.32
1672
12899.04
1250
1931.8
Interchange
Proper
Viaduct
Viaduct
Viaduct
Viaduct
Viaduct
ROB
Viaduct
ROB
Viaduct
ROB
Viaduct
ROB
Viaduct
Connection to proposed 4th Terminal of JNPT
1
2
Ramp 1
Ramp 3
Total
528
456
5765.28
10
10
5280
4560
91784.86
Viaduct
Viaduct
11
Package-1
Widening Scheme of Road, Pavement and Structure
• Presently the project road is having 4-lane divided carriageway
configuration. In general, Pavement type for both carriageway (2 lanes) is
bituminous. Existing carriageway with bituminous pavement is proposed to
be widened with bituminous pavement.
•
Pavement Composition
Composition for Main Carriageway with Flexible Pavement (New Construction) is as
follows:BC:- 50 mm
DBM:- 165 mm
WMM:- 250 mm
GSB:- 250 mm
Subgrade:- 500 mm
Composition for Main Carriageway with Flexible Pavement (Overlay) is as follows:BC:- 50 mm
12
Package-1
Project Cost Summary
Sr. No.
Items
A
ROAD WORKS
1
EACH INDIVISUAL CROSS SECTION (TCS1, TCS2, ETC)
Karalphata Interchange
i
NH 4B (LHS)
ii
NH 4B (RHS)
iii
SH 54
iv
Loop 1
v
Loop 2
vi
Loop 3
vii
Loop 4
vii
Ramp 1
ix
Ramp 2
x
Ramp 3
xi
Ramp 4
i
ii
iii
iv
v
vi
B
2
3
4
i
ii
iii
iv
v
vi
Total Length
Connectivity to Proposed 4th Terminal of JNPT
New 2 lane Realignment Karal bridge Bypass rd ( road 2)
Road 2 to prop 4th terminal -resurfacing Exi. Road
Ramp 3 road
Ramp 1 road
New 8 lane divided road
New 4 lane divided road
Total Length
BRIDGES AND STRUCTURES
MAJOR BRIDGES
MINOR BRIDGES
ROB
Karalphata Interchange
ROB-1 on NH-4B (RHS) R&R
ROB-1 on NH-4B (LHS)
ROB-2 on NH-4B (LHS)
ROB-2 on NH-4B (RHS)
ROB on SH-4
ROB on Ramp-3
Unit
Quantity
Km
Km
Km
Km
Km
Km
Km
Km
Km
Km
Km
0.940
1.643
1.229
0.069
0.075
0.160
0.129
0.183
0.390
0.072
1.400
6.29
KM
KM
KM
KM
KM
KM
1.50
1.10
0.25
0.25
0.855
1.19
5.15
No
No
0
0
M
M
M
M
M
M
635
635
894
828
891
318
Rate
Amount
52,695,890
17,584,716
48,764,720
145,484,883
176,818,257
86,775,328
91,363,540
130,785,172
73,624,185
154,113,009
13,691,698
76,209,809
49,534,136
28,891,688
59,931,840
10,038,457
13,261,369
13,884,052
11,785,897
23,933,687
28,713,432
11,096,137
13,691,698
392,099,467
0
0
30,413
841,028
841,028
841,028
1,494,151
443,381
0
0
19,311,945
534,052,909
752,257,676
696,287,249
1,331,288,304
141,075,032
13
Package-1
Project Cost Summary
Sr. No
Items
FLYOVER / VIADUCT
5
Karalphata Interchange
i
ROB on Ramp-1
ii
LOOP-1
iii
LOOP-2
iv
LOOP-3
v
LOOP-4
Connectivity to Proposed 4th Terminal of JNPT
i
Ramp-1 with approach
ii
Ramp - 3 with approach
UNDERPASSES
6
CULVERTS (Pipe/Slab/Box)
7
Karalphata Interchange
Connectivity to Proposed 4th Terminal of JNPT
Sub Total of Length
C
8
9
10
11
12
13
14
15
16
OTHER ROAD APPURTENENCE / MISCELLENEOUS ITEMS
JUNCTIONS
MAJOR
MINOR
SERVICE ROAD
SLIP ROAD
DRAIN (Type-I, Type-II etc.,) (Connectivity to Proposed 4th Terminal
of JNPT)
CRASH BARRIER
TOLL PLAZA
BUS BAYS
TRUCK LAY BYES
OTHER MISCELLENEOUS ITEMS : Street Light & Highmast Lights, Footpath,
Compound Wall, Landscaping, Utility Shifting and Signalisation work, Sign
boards etc.
iKaralphata Interchange
iiConnectivity to Proposed 4th Terminal of JNPT
TOTAL AMOUNT
TOTAL AMOUNT in RS. (CRORE)
Unit
Quantity
Rate
Amount
M
M
M
M
M
267
241.02
254.75
160.00
290.94
376,477
479,926
477,188
479,615
501,799
100,451,461
115,671,755
121,564,573
76,738,437
145,993,389
M
M
528
456
414,730
451,802
218,977,452
206,021,792
No
No
Km*
5
13
14.644
715,471
1,239,773
3,577,356
16,117,051
-----------------
-----------------
m
-----------------
6850
-----------------
----------------4,089
Rs.
28,006,604
-----------------
73,696,571
73,397,389
5,311,348,806
531.13
14
Package-1
Project Cost Justification
1. Basis of cost estimation : Unit rates have been arrived based on standard data
book by MORTH and basic rates are of Maharashtra PWD schedule of rates and
market rates wherever schedules rates are not available.
2. Ground Improvement
is necessary in some stretches on NH 4B and NH348
(Previous SH 54) Road.
3. Total area of structure portion is 91,785 sqm.
The cost of structure is Rs 441.62 crore. (83% of Total Civil Cost)
The cost per sqm works out as Rs. 48,645 and it is reasonable.
4. The area of road portion is 1,53,912 sqm.
The cost of road portion is Rs 89.49 crore.
The cost of road per square metre is Rs.5,814, and it is reasonable.
15
Package-1
Preconstruction Activity Status
Land Acquisition
Total Land Required
18.000 ha
Available Land
11.670 ha
Total Land To be acquired
6.38 ha (Government Land)
3 (a) Notification
Published
3 (A) Notification
Published
3 (D) Notification
It is being finalised
Forest Clearance
Not involved
Eco-sensitive zone of Wildlife
Not involved
Environmental Clearance
Not required (Length<100km)
CRZ Clearance
Expert appraisal committee of MOEF has recommended for
grant of environment and CRZ clearance.
Clearance from Honourable High court
for affected Mangroves
As per Hon’ High court, Mumbai direction in December
2013, FCA is applicable for Mangroves area irrespective of
ownership, which is awaited from the State Govt. The impact
of the mangrove clearance is on NH-4-B from km 5 to 6.070.
Shifting of Utilities
Water pipeline and electrical lines are required to be shifted
the estimates from the department is awaited.
16
Package-2
Project Layout
17
Package-2
NH – 4B (A1-D) Section – Proposed Structures
18
Package-2
NH – 4B (A1-D) Section – Proposed Structures
Sr.
No.
Location of structure (Km)
Length (m)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
6.500 (CIDCO SEZ)
7.455 (CWC)
8.555 (Indian Oil Terminal)
11.278
14.875
17.153
18.150 (Pushpak)
19.046
20.150 (Pushpak)
7.547 (Navghar Bridge)
8.664 (Duttam Bridge-1)
10.883 (Duttam Bridge-2)
15.158 (Vahal Bridge-1)
15.559 (Vahal Bridge-2)
18.273 (Kunde Vahal Bridge)
19.305 (Bangarpada Bridge)
20.324 (Dapoli Bridge)
30
36
36
20.2
38.4
15.6
36
17.4
36
35
35
34.6
6.7
6.75
32.814
11.3
9.25
Total Width
Area of
Type of Structures
of Structure Structures
(m)
(Sq.m.)
33.8
1014.0
New VUP
33.8
New VUP
1216.8
33.8
New VUP
1216.8
23.4
Existing VUP to be widened
236.34
23.4
Existing VUP to be widened
449.28
23.4
Existing VUP to be widened
182.52
33.8
New VUP
1216.8
23.4
Existing VUP to be widened
203.58
33.8
New VUP
1216.8
54.2
1729.21 Minor Bridge (Main Carriageway + Service road)
54.2
1726.66 Minor Bridge (Main Carriageway + Service road)
43.8
1515.48 Minor Bridge (Main Carriageway + Service road)
43.8
292.803 Minor Bridge (Main Carriageway + Service road)
43.8
295.65
Minor Bridge (Main Carriageway + Service road)
43.8
1415.047 Minor Bridge (Main Carriageway + Service road)
43.8
494.94
Minor Bridge (Main Carriageway + Service road)
43.8
405.15
Minor Bridge (Main Carriageway + Service road)
19
Package-2
Gavanphata Interchange
20
Package-2
Gavahanphata Interchange – Proposed Structures
Sr. Location of structure (Km)
No.
Length (m) Total Width of
Structure (m)
18
14.020 of NH-348 (old SH-54)
600.00
17.2
Area of
Structures
(Sq.m.)
10320
19
6.110 of Amra Marg
305.54
29.6
9043.984
20
21
22
23
24
25
26
6.600 of Amra Marg
Ramp-1
Ramp-2
Ramp-3
Ramp-6
Road-1
Road-2
Total
180
108
428
140
175
285
591
3249
10
10
10
10
10
10
10
1800
1080
4280
1400
1750
2850
5910
53,261.80
Type of Structures
Flyover
Interchange Proper (Flyover
cum RoB)
Viaduct
Viaduct
Viaduct
Viaduct
Viaduct
Viaduct
Viaduct
21
Package-2
Widening Scheme of Road, Pavement and Structure
•
Presently all sections of the Project road is having 4-lane divided carriageway configuration.
In general, Pavement type for one carriageway (2 lanes) is bituminous whereas the other
carriageway is concrete. The existing NH-4B having flexible pavement on RHS and rigid
pavement (from 11.200 km. to 21.200 km.) on the LHS. Existing carriageway with
bituminous pavement is proposed to be widened with rigid pavement. It is proposed to
provide PQC directly over the flexible pavement with an interface of 50 mm DBM as per IRC:
SP: 76-2008. Existing carriageway with concrete pavement is proposed to be widened with
concrete pavement.
•
NH-4B is proposed to be 6-lane from 6.073 km. to 14.740 km. and from 14.740 km. to
21.200 km. to be 8-lane.
•
The approach roads to the structures in NH-4B and NH-348 (Previous SH-54) are proposed
as 8-lane and in NH-348 (Previous Amra Marg) are 8-lane, the approach roads are proposed
of flexible pavement.
– Service roads pavement will be of bituminous type designed for 20 msa.
– Service road have been proposed for the complete length of all road sections
22
Package-2
Pavement Composition
Composition for Main Carriageway with Flexible Pavement (for approaches) is as follows:BC:- 50 mm
DBM:- 165 mm
WMM:- 250 mm
GSB:- 250 mm
Subgrade:- 500 mm
Composition for Main Carriageway with Rigid Overlay on Existing Flexible Pavement is as
follows:DBM:- 50 mm
PQC:- 300 mm
Composition for Main Carriageway with Rigid Pavement is as follows:PQC:- 300 mm
DLC:- 150 mm
GSB:- 150 mm
Subgrade:- 500 mm
Composition for Service Road with Flexible Pavement is as follows:BC :- 40 mm
DBM:- 90mm
WMM:- 250mm
GSB:- 200mm
Subgrade:- 500mm
23
Package-2
Project Cost Summary
Sr.No. Items
A
Road Works
1 Each Individual Cross Section (TCS1,TCS2,ETC)
TCS 2
TCS 3
TCS 5
TCS 12
B
Bridges and Structures
2Minor Bridges
3Repair and Rehabilitation of Existing Bridges
4Underpasses with approches
5Culverts (Pipe/slab/box)
6Gavhan Phata interchange
Sub total for Length
C
Other Road Appurtenence/Miscelleneous Items
7 Ground improvement with boulders&Geo grid
8Junctions
9Service Road/Slip Road
10Toll Plaza at 8.150 km
11Drain
12Crash Barrier
Other Miscelleneous Items (Sign boards, rest areas,
medical/traffic aid post, HTMS, Ambulances,cranes, inlcuding
Toll booths, Canopy fot toll plaza etc to be listed out
13 seperately)
TOTAL AMOUNT in RS.
TOTAL AMOUNT in RS. (CRORE)
Unit
Quantity
Rate (Rs.)
Amount in Rs.
KM
Km
KM
KM
KM
4.462
2.314
5.962
0.45
103,036,160
106,065,268
79,080,803
64,439,913
459,716,436
245,429,726
471,495,563
28,997,961
m
m
m
No.
Km
Km
157.95
157.95
227.2
56.00
10.167
23.74
2,720,555
27,206
101,608,777
1,369,305
429,711,681
4,297,117
812,870,214
76,681,053
2,199,260,785
Nos
km
Nos
km.
Rmt
No.
15
13.03155
1
13.03155
13.0
670,283
36,627,600
37,710,634
24,312,128
14,929,924
12,275,975
10,054,239
477,314,407
37,710,634
316,824,706
194,560,052
209,530,091
5,986,730,638
598.67
24
Package-2
Project Cost Justification
1. Basis of cost estimation : Unit rates have been arrived based on standard data
book by MORTH and basic rates are of Maharashtra PWD schedule of rates and
market rates wherever schedules rates are not available.
2. Due to heavy Container Traffic Service road is designed for 20msa.
3. All the structures have been proposed to be widened to 8-lane configuration.
4. Total area of structure portion is 53,262 sqm.
The cost of structure is Rs 224.96 crore. (38% of Total Civil Cost)
The cost per sqm works out as Rs. 42,238 and it is reasonable.
5. The area of road portion is 7,41,528 sqm.
The cost of road portion is Rs 373.21 crore.
The cost of road per square metre is Rs.5,033, and it is reasonable.
25
Package-2
Preconstruction Activity Status
Land Acquisition
Total Land Required
110.277 ha
Available Land
97.265 ha
Total Land To be acquired
13.012 ha (Government Land – 11.540 ha. and Private Land
– 1.471ha. )
3 (a) Notification
Published
3 (A) Notification
Published
3 (D) Notification
It is being finalised
Forest Clearance
1.64 ha (Submitted to the state Govt.)
Eco-sensitive zone of Wildlife
Submitted to the state Govt.
Environmental Clearance
Not required (Length<100km)
CRZ Clearance
Expert appraisal committee of MOEF has recommended for
grant of environment and CRZ clearance.
Clearance from Honourable High court
for affected Mangroves
As per Hon’ High court, Mumbai direction in December
2013, FCA is applicable for Mangroves area irrespective of
ownership, which is awaited from the State Govt. The impact
of the mangrove clearance is on NH-4-B from km 6.070 to
km 11.500.
Shifting of Utilities
Gas line, Water pipeline and electrical lines are required to
be shifted the estimates from the department is awaited.
26
Package-3
Project Layout
27
Package-3
NH-348(SH-54 and Amra Marg Section) – Proposed Structures
28
Package-3
Sr.
No.
NH-348(SH-54 and Amra Marg Section) – Proposed Structures
Area of
Location of structure
Length (m)
Structures
(Sq.m.)
NH -348 (Previous Amra Marg Section (Km 0.000 to Km 5.360)
Total Width of
Structure (m)
Remarks, if
any
1
-0.400 (Approach of RoB)
22
36
792
VUP
2
0.280 (Kille-gaonton Junction)
160
33.8
5408
Flyover
3
0.831(Approach of Panvel
Creeck Bridge)
22
36
792
VUP
4
1.585 (Ambuja Cement Jetty)
30
33.8
1014
Flyover
5
2.460 (Targhar)
12
34.25
411
Flyover
6
4.470 (Vahal)
15
34.25
513.75
VUP
7
4.800 (Vahal)
15
34.25
513.75
VUP
8
1.073 (Panvel Creek Bridge)
397
11.7
4644.9
Major Bridge
9
3.981 (Vahal Creek Bridge)
60
23.4
1404
Major Bridge
NH -348 (Previous SH – 54) Section (Km 7.422 to Km 13.160)
10
10.660 to 11.870
1210
Total
6-lane
29282
Elevated
corridor
44,775.4
29
Package-3
Widening Scheme of Road, Pavement and Structure
•
The existing NH-348 (Previous SH-54) is 4-lane divided carriageway having flexible
pavement on both sides and NH-348 (Previous Amra Marg) is 4-lane divided carriageway
having rigid pavement on both sides. The Existing carriageway with bituminous pavement
is proposed to be widened with rigid pavement. It is proposed to provide PQC directly over
the flexible pavement with an interface of 50 mm DBM as per IRC: SP: 76-2008. Existing
carriageway with concrete pavement is proposed to be widened with concrete pavement.
•
The road portion on NH-348 (Previous SH-54) is proposed as 6-lane and on NH-348
(Previous Amra Marg) is proposed as 8-lane.
•
The approach roads to the structures in NH-348 (Previous SH-54) are proposed as 6-lane
and in NH-348 (Previous Amra Marg) are 8-lane, the approach roads are proposed of
flexible pavement.
– Service roads pavement will be of bituminous type designed for 20 msa.
– Service road have been proposed for the complete length of all road sections
30
Package-3
Pavement Composition
Composition for Main Carriageway with Flexible Pavement (for approaches) is as follows:BC:- 50 mm
DBM:- 165 mm
WMM:- 250 mm
GSB:- 250 mm
Subgrade:- 500 mm
Composition for Main Carriageway with Rigid Overlay on Existing Flexible Pavement is as
follows:DBM:- 50 mm
PQC:- 300 mm
Composition for Main Carriageway with Rigid Pavement is as follows:PQC:- 300 mm
DLC:- 150 mm
GSB:- 150 mm
Subgrade:- 500 mm
Composition for Service Road with Flexible Pavement is as follows:BC :- 40 mm
DBM:- 90mm
WMM:- 250mm
GSB:- 200mm
Subgrade:- 500mm
31
Package-3
Sr.no.
Project Cost Summary
Items
A
Unit
Quantity
Rate (Rs.)
Amount in Rs.
KM
KM
KM
KM
KM
2.303
3.07
2.49
1.21
0.94
70373429
106216724
80962973
23963280
70613779
162,070,008.01
325,872,910.40
201,435,876.00
28,995,568.80
66,376,951.85
m
m
m
No.
457.00
232.00
1210.00
28.00
939810
3765027
1239040
2664227
429,493,000.95
873,486,327.80
1,499,238,420.81
74,598,347.91
3455438.267
39871415.69
17587387
253,307,889
51,831,574
432,246,018
17,587,387.00
372,582,656
Road Works
Each Individual Cross Section (TCS1,TCS2,ETC)
1
TCS-2
TCS-3
TCS-5
TCS-7
TCS-10
B
C
Bridges and Structures
2Major Bridges
3Flyover/Underpasses
4Elevated Corridor
5Culverts (Pipe/slab/box)
Other Road Appurtenence/Miscelleneous Items
6Ground Improvement
7Junctions
8Service Road/Slip Road
9Toll plaza
10Drain
11Other Miscelleneous Items (Sign boards, rest areas,
medical/traffic aid post, HTMS, Ambulances,cranes, inlcuding
Toll booths, Canopy fot toll plaza etc to be listed out
seperately)
TOTAL AMOUNT in RS.
TOTAL AMOUNT in RS. CRORE
No.
km.
No.s
km.
No.
15
10.841
1
311,650,487
5,100,773,423.52
510.08
32
Package-3
Project Cost Justification
1. Basis of cost estimation : Unit rates have been arrived based on standard data
book by MORTH and basic rates are of Maharashtra PWD schedule of rates and
market rates wherever schedules rates are not available.
2. Due to heavy Container Traffic Service road is designed for 20msa.
3. All the structures have been proposed to be widened to 8-lane configuration.
4. Total area of structure portion is 44,775.40 sqm.
The cost of structure is Rs 231.45 crore. (45% of Total Civil Cost)
The cost per sqm works out as Rs. 51,692 and it is reasonable.
5. The area of road portion is 4,98,214.80 sqm.
The cost of road portion is Rs 278.62 crore.
The cost of road per square metre is Rs.5,592, and it is reasonable.
33
Package-3
Preconstruction Activity Status
Land Acquisition
Total Land Required
69.608 ha
Available Land
54.509 ha
Total Land To be acquired
15.099 ha (Government Land – 10.449 ha. and Private Land –
4.650ha. )
3 (a) Notification
Published
3 (A) Notification
Published
3 (D) Notification
It is being finalised
Forest Clearance
1.18 ha (Submitted to the state Govt.)
Eco-sensitive zone of Wildlife
Submitted to the state Govt.
Environmental Clearance
Not required (Length<100km)
CRZ Clearance
Expert appraisal committee of MOEF has recommended for grant
of environment and CRZ clearance.
Clearance from Honourable
High court for affected
Mangroves
As per Hon’ High court, Mumbai direction in December 2013, FCA
is applicable for Mangroves area irrespective of ownership, which
is awaited from the State Govt. The impact of the mangrove
clearance is on NH-348 (Previous SH-54) from km 6.400 to 9.300
and NH-348 (Previous Amra Marg) from km 0.0 to 4.200.
Shifting of Utilities
Gas line, Water pipeline and electrical lines are required to be
shifted the estimates from the department is awaited.
34
Package-4
Project Layout
35
Package-4
NH-4B (D-E and D-G Section) – Proposed Structures
36
Package-4
NH–4B (D-E Section) – Proposed Structures
Sr.
Location of structure (Km)
No.
Total Width
Area of
Length
of
Structures
(m)
Structure
(Sq.m.)
(m)
Type of Structures
1
21.570 (D-Point)
160
33.8
5408
Flyover
2
22.495
8.4
23.4
196.56
Existing VUP to be widened
3
25.054
8.9
23.4
208.26
Existing VUP to be widened
4
25.850 (MMRDA Rented
Housing)
12
34.25
411
New VUP
5
26.59 (Phalaspe phata)
110
33.8
3718
Flyover
6
26.875 (Phalaspe phata)
110
33.8
3718
Flyover
7
22.893 (Karanjade Bridge)
9
43.8
394.2
Minor Bridge (Main
Carriageway + Service road)
8
25.702 (Nandgaon Bridge)
56.1
54.2
3040.62
Minor Bridge (Main
Carriageway + Service road)
37
Package-4
NH–4B (D-G Section) – Proposed Structures
Sr.
Location of structure (Km)
No.
Total Width
Length
of Structure
(m)
(m)
Area of
Structures
(Sq.m.)
Type of Structures
9
0.405 (Chinchpada VUP)
25
23.4
585
Existing VUP to be widened
10
0.095 (Chinchpada ROB)
62.4
26.9
1678.56
RoB
11
3.15 (Khandeshwar ROB)
88.88
30.4
2701.952
RoB
12
1.462 (Gadhi Bridge)
180
26.9
4842
Major Bridge
13
2.236 (Dhakta Khanda Bridge)
21.2
43.8
928.56
Minor Bridge (Main Carriageway +
Service road)
14
3.702 (Motha Khanda Bridge)
37.5
43.8
1645.57
Minor Bridge (Main Carriageway +
Service road)
Total
29,476.3
38
Package-4
Widening Scheme of Road, Pavement and Structure
•
The existing NH-4B (D – E Section) is 4-lane divided carriageway having flexible pavement
on RHS and rigid pavement (from 21.200 km. to 21.600 km., from 22.600 km. to 26.400
km., from 26.600 km. to 27.270 km.) on the LHS. The existing NH-4B (D – G Section) is 4lane divided carriageway having flexible pavement on LHS and rigid pavement (from 1.370
km. to 4.492) on the RHS. The Existing carriageway with bituminous pavement is
proposed to be widened with rigid pavement. It is proposed to provide PQC directly over
the flexible pavement with an interface of 50 mm DBM as per IRC: SP: 76-2008. Existing
carriageway with concrete pavement is proposed to be widened with concrete pavement.
•
The road portion on NH-4B (D-G and D-E Section) is proposed as 8-lane.
•
The approach roads to the structures in NH-4B are proposed as 8-lane, the approach
roads are proposed of flexible pavement.
– Service roads pavement will be of bituminous type designed for 20 msa.
– Service road have been proposed for the complete length of all road sections
39
Package-4
Pavement Composition
Composition for Main Carriageway with Flexible Pavement (for approaches) is as follows:BC:- 50 mm
DBM:- 165 mm
WMM:- 250 mm
GSB:- 250 mm
Subgrade:- 500 mm
Composition for Main Carriageway with Rigid Overlay on Existing Flexible Pavement is as
follows:DBM:- 50 mm
PQC:- 300 mm
Composition for Main Carriageway with Rigid Pavement is as follows:PQC:- 300 mm
DLC:- 150 mm
GSB:- 150 mm
Subgrade:- 500 mm
Composition for Service Road with Flexible Pavement is as follows:BC :- 40 mm
DBM:- 90mm
WMM:- 250mm
GSB:- 200mm
Subgrade:- 500mm
40
Package-4
Project Cost Summary
Sr.no. Items
Unit
A
Road Works
Each Individual Cross Section (TCS1,TCS2,TCS3,
1 ETC)
KM
TCS 1
Km
TCS 2
Km
TCS 3
Km
B
Bridges and Structures
2Major /Minor Bridges
m
3 Repair and Rehabilitation of Existing Bridges
m
4 ROB & Underpasses with approches
m
5Culverts (Pipe/slab/box)
No.
C
Other Road Appurtenence/Miscelleneous Items
6Junctions
7 Ground improvement with boulders&Geo grid
8Service Road/Slip Road
km
9Drain
km.
10Crash Barrier
Rmt
11Toll Plaza
Nos
12Other Miscelleneous Items (Sign boards, rest areas, No.
medical/traffic aid post, HTMS, Ambulances,cranes,
inlcuding Toll booths, Canopy fot toll plaza etc to be
listed out seperately)
TOTAL AMOUNT in RS
TOTAL AMOUNT in RS (CRORE)
Quantity Rate (Rs.) Amount in Rs.
0.309
6.801
1.482
49,106,484 15,192,564
198,799,670 674,630,494
106,882,927 158,389,810
303.80
303.80
865.90
30.00
3,192,766
31,928
3,815,201
2,589,833
493,899,601
4,938,996
1,627,606,754
38,847,490
14
6,434,729
49,863,715
8.69
8.59
9466.68
2.00
81,895,134
53,094,185
27,848
15,199,133
356,116,877
211,297,023
131,815,027
15,199,133
176,574,362
3,954,371,846
395.44
41
Package-4
Project Cost Justification
1. Basis of cost estimation : Unit rates have been arrived based on standard data
book by MORTH and basic rates are of Maharashtra PWD schedule of rates and
market rates wherever schedules rates are not available.
2. Due to heavy Container Traffic Service road is designed for 20msa.
3. All the structures have been proposed to be widened to 8-lane configuration.
4. Total area of structure portion is 29,476.30 sqm.
The cost of structure is Rs 160.10 crore. (45% of Total Civil Cost)
The cost per sqm works out as Rs. 54,316 and it is reasonable.
5. The area of road portion is 4,94,602.90 sqm.
The cost of road portion is Rs 235.33 crore.
The cost of road per square metre is Rs.4,758, and it is reasonable.
42
Package-4
Preconstruction Activity Status
Land Acquisition
Total Land Required
67.736 ha
Available Land
51.700 ha
Total Land To be acquired
16.036 ha (Government Land – 9.503 ha. and Private Land –
6.534ha. )
3 (a) Notification
Published
3 (A) Notification
Published
3 (D) Notification
It is being finalised
Forest Clearance
Nil
Eco-sensitive zone of Wildlife
Submitted to the state Govt.
Environmental Clearance
Not required (Length<100km)
CRZ Clearance
Expert appraisal committee of MOEF has recommended for grant
of environment and CRZ clearance.
Clearance from Honourable
High court for affected
Mangroves
As per Hon’ High court, Mumbai direction in December 2013, FCA
is applicable for Mangroves area irrespective of ownership, which
is awaited from the State Govt. The impact of the mangrove
clearance is on NH-4B (D-E Section) from km 25.600 to 27.200
and NH-4B (D-G Section) from km 0.0 to 4.400.
Shifting of Utilities
Gas line, Water pipeline and electrical lines are required to be
shifted the estimates from the department is awaited.
43
Package wise Total Project Cost
Package-1
Package-2
Package-3
Package-4
Construction of Karalphata Interchange from Km 3.600 to Km
6.073 of NH-4B & from Km 5.300 to Km 7.422 of NH-348
(old SH-54) and connectivity to proposed 4th Terminal of JNPT
Construction of Gavahanphata Interchange (From Km 14.740
to Km 15.894 of NH-4B, From Km 13.160 to Km 14.880 of
NH-348 (old SH-54) & from Km 5.360 to Km 6.785 of Amra
Marg) and NH-4B (From Km 6.073 to Km 14.740 and from
Km 15.894 to Km 21.200)
Construction of NH-348 (old SH-54) from Km 7.422 to Km
13.160 and Amra Marg from Km 0.000 to Km 5.360
TPC (in
Rs. Crore)
641.56
723.14
616.12
Construction of NH-4B from Km 21.200 to Km 27.270 (D to E 477.65
Section) and from Km 0.000 to Km 4.492 (D to G Section).
Total 2,458.46
44
Funding for Project
Sr.
No.
Sources of Funds
Amount
(in Rs. Crore)
1
Total Estimated Capital Cost of all the 4 packages
2
MJPRCL’s internal accruals from tolling
3
Expected Toll revenue during construction
4
Remaining amount to be raised through commercial
borrowing by MJPRCL (Debt amount) i.e [(1) – (2) – (3)]
2592.19
5
Financial Charges @ 0.5% of Debt Amount (4)
12.96
6
Total amount to be raised through commercial borrowing
[(4) + (5)]
2605.15
2955.69
230.00
133.50
45
46