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MUMBAI JNPT PORT ROAD COMPANY LIMITED AN SPV OF

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1 MUMBAI JNPT PORT ROAD COMPANY LIMITED AN SPV OF
6/8 Laning of Existing NH-4B(A1-E Section from Km to Km , D-G Section From Km to Km ), NH-348 (Previous SH-54(From Km to Km ) and Amra Marg (From Km to Km )) 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

2 Proposed 4th LNG Terminal Proposed Navi Mumbai Airport
PROJECT LAYOUT Proposed 4th LNG Terminal Proposed Navi Mumbai Airport

3 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 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 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 The Project was implemented in Packages-I including 4 lane of NH-4B in 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, 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.

4 Traffic Forecast Section Description Traffic (PCU) Growth Rate = 5%
(Due to proposed 4th Container Terminal of JNPT) 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 A1 - D Traffic Volume Count 59072 62026 65127 68383 78025 89027 101580 115902 132245 150891 172167 Airport --- Total SH - 54 22322 23438 24610 25841 29484 33641 38385 43797 49972 57018 65058 D - G 41621 43702 45887 48182 54975 62727 71571 81663 93177 106315 121305 Growth Rate = 5% 7756 9885 12015 14144 16393 18642 70483 81456 93677 107321 122708 139947 D - E 39075 41029 43080 45234 51612 58890 67193 76667 87477 99812 113885 Sion - Panvel 39606 41586 43666 45849 48141 50548 53076 55730 58516 61442 80635 84666 88900 97461 107031 117741 129743 143207 158328 175327 Amra Marg 53996 56696 59531 62507 71321 81377 92851 105943 120881 137925 157373 23267 29655 36043 42431 49178 55925 96302 101117 106173 117170 152785 173054 195062 219042 245619 274740

5 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 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 km and 8 laning of 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.

6 Project consists of following road stretches
Sr. No. Road Name/No. From (km) To (km) Length (kms) Widening Present Traffic (2014) Projected Traffic (2024) 1. NH-4B (AI-E) 3.600 27.270 23.67 4 to 6 lane km 59072 172167 4 to 8 lane km 39075 175327 2. NH – 4B (D- G) 0.000 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) 6.200 53996 274740

7 Layout of EPC Packages

8 Package-1 Project Layout

9 Proposed Salient Features
Package-1 Proposed Salient Features

10 Improvement Proposal Package-1
At present NH-4B is intersecting NH-348 (Previous SH-54) at km 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 to Km ) NH-348 (from Km to Km ) NH-348 is proposed to be raised and NH-4B will be at grade. On NH-4B there are two existing ROBs, one of the ROBs on NH-4B towards Panvel side at Km is proposed to be retained and by the side of this, one 4 lane new ROB is to be constructed. 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. 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.

11 Proposed Structures Package-1 Sr. No. Location of structure Length (m)
Total Width of Structure (m) Area of Structures (Sq.m.) Type of Structures Karal Phata Interchange plus RoB 1 Km of NH-348 (old SH-54) 891 28.2 Interchange Proper 2 Ramp 1 267 10 2670 Viaduct 3 Loop 1 242 2420 4 Loop 2 254.75 2547.5 5 Loop 3 160 1600 6 Loop 4 291 2910 7 Km NH-4B (LHS) 87.5 17.6 1540 ROB 8 547.5 9636 9 Km NH-4B (LHS) 95 1672 799.45 11 Km NH-4B (RHS) 12 732.9 13 ROB- on Ramp-3 125 1250 14 193.18 1931.8 Connection to proposed 4th Terminal of JNPT 528 5280 Ramp 3 456 4560 Total

12 Widening Scheme of Road, Pavement and Structure
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: mm WMM: mm GSB: mm Subgrade: mm Composition for Main Carriageway with Flexible Pavement (Overlay) is as follows:-

13 Project Cost Summary Package-1 Sr. No. Items Unit Quantity Rate Amount
ROAD WORKS 1 EACH INDIVISUAL CROSS SECTION (TCS1, TCS2, ETC) Karalphata Interchange i NH 4B (LHS) Km 0.940 52,695,890 49,534,136 ii NH 4B (RHS) 1.643 17,584,716 28,891,688 iii SH 54 1.229 48,764,720 59,931,840 iv Loop 1 0.069 145,484,883 10,038,457 v Loop 2 0.075 176,818,257 13,261,369 vi Loop 3 0.160 86,775,328 13,884,052 vii Loop 4 0.129 91,363,540 11,785,897 Ramp 1 0.183 130,785,172 23,933,687 ix Ramp 2 0.390 73,624,185 28,713,432 x Ramp 3 0.072 154,113,009 11,096,137 xi Ramp 4 1.400 13,691,698 Total Length 6.29 Connectivity to Proposed 4th Terminal of JNPT New 2 lane Realignment Karal bridge Bypass rd ( road 2) KM 1.50 Road 2 to prop 4th terminal -resurfacing Exi. Road 1.10 Ramp 3 road 0.25 Ramp 1 road New 8 lane divided road 0.855 New 4 lane divided road 1.19 5.15 76,209,809 392,099,467 B BRIDGES AND STRUCTURES 2 MAJOR BRIDGES No 3 MINOR BRIDGES 4 ROB ROB-1 on NH-4B (RHS) R&R M 635 30,413 19,311,945 ROB-1 on NH-4B (LHS) 841,028 534,052,909 ROB-2 on NH-4B (LHS) 894 752,257,676 ROB-2 on NH-4B (RHS) 828 696,287,249 ROB on SH-4 891 1,494,151 1,331,288,304 ROB on Ramp-3 318 443,381 141,075,032

14 Project Cost Summary Package-1 Sr. No Items Unit Quantity Rate Amount
5 FLYOVER / VIADUCT Karalphata Interchange i ROB on Ramp-1 M 267 376,477 100,451,461 ii LOOP-1 241.02 479,926 115,671,755 iii LOOP-2 254.75 477,188 121,564,573 iv LOOP-3 160.00 479,615 76,738,437 v LOOP-4 290.94 501,799 145,993,389 Connectivity to Proposed 4th Terminal of JNPT Ramp-1 with approach 528 414,730 218,977,452 Ramp - 3 with approach 456 451,802 206,021,792 6 UNDERPASSES 7 CULVERTS (Pipe/Slab/Box) No 715,471 3,577,356 13 1,239,773 16,117,051 Sub Total of Length Km* 14.644 C OTHER ROAD APPURTENENCE / MISCELLENEOUS ITEMS 8 JUNCTIONS MAJOR ----- MINOR 9 SERVICE ROAD 10 SLIP ROAD 11 DRAIN (Type-I, Type-II etc.,) (Connectivity to Proposed 4th Terminal of JNPT) m 6850 4,089 28,006,604 12 CRASH BARRIER TOLL PLAZA 14 BUS BAYS 15 TRUCK LAY BYES 16 OTHER MISCELLENEOUS ITEMS : Street Light & Highmast Lights, Footpath, Compound Wall, Landscaping, Utility Shifting and Signalisation work, Sign boards etc. 73,696,571 73,397,389 TOTAL AMOUNT Rs. 5,311,348,806 TOTAL AMOUNT in RS. (CRORE) 531.13

15 Project Cost Justification
Package-1 Project Cost Justification 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. Ground Improvement is necessary in some stretches on NH 4B and NH348 (Previous SH 54) Road. Total area of structure portion is 91,785 sqm. The cost of structure is Rs crore. (83% of Total Civil Cost) The cost per sqm works out as Rs. 48,645 and it is reasonable. The area of road portion is 1,53,912 sqm. The cost of road portion is Rs crore. The cost of road per square metre is Rs.5,814, and it is reasonable.

16 Preconstruction Activity Status
Package-1 Preconstruction Activity Status Land Acquisition Total Land Required ha Available Land ha Total Land To be acquired 6.38 ha (Government Land) 3 (a) Notification Published 3 (A) Notification 3 (D) Notification It is being finalised Forest Clearance Not involved Eco-sensitive zone of Wildlife 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 Shifting of Utilities Water pipeline and electrical lines are required to be shifted the estimates from the department is awaited.

17 Package-2 Project Layout

18 NH – 4B (A1-D) Section – Proposed Structures
Package-2 NH – 4B (A1-D) Section – Proposed Structures

19 Total Width of Structure (m) Area of Structures (Sq.m.)
Package-2 NH – 4B (A1-D) Section – Proposed Structures Sr. No. Location of structure (Km) Length (m) Total Width of Structure (m) Area of Structures (Sq.m.) Type of Structures 1 6.500 (CIDCO SEZ) 30 33.8 1014.0 New VUP 2 7.455 (CWC) 36 1216.8 3 8.555 (Indian Oil Terminal) 4 11.278 20.2 23.4 236.34 Existing VUP to be widened 5 14.875 38.4 449.28 6 17.153 15.6 182.52 7 (Pushpak) 8 19.046 17.4 203.58 9 (Pushpak) 10 7.547 (Navghar Bridge) 35 54.2 Minor Bridge (Main Carriageway + Service road) 11 8.664 (Duttam Bridge-1) 12 (Duttam Bridge-2) 34.6 43.8 13 (Vahal Bridge-1) 6.7 14 (Vahal Bridge-2) 6.75 295.65 15 (Kunde Vahal Bridge) 32.814 16 (Bangarpada Bridge) 11.3 494.94 17 (Dapoli Bridge) 9.25 405.15

20 Gavanphata Interchange
Package-2

21 Gavahanphata Interchange – Proposed Structures
Package-2 Gavahanphata Interchange – Proposed Structures Sr. No. Location of structure (Km) Length (m) Total Width of Structure (m) Area of Structures (Sq.m.) Type of Structures 18 of NH-348 (old SH-54) 600.00 17.2 10320 Flyover 19 6.110 of Amra Marg 305.54 29.6 Interchange Proper (Flyover cum RoB) 20 6.600 of Amra Marg 180 10 1800 Viaduct 21 Ramp-1 108 1080 22 Ramp-2 428 4280 23 Ramp-3 140 1400 24 Ramp-6 175 1750 25 Road-1 285 2850 26 Road-2 591 5910 Total 3249 53,261.80

22 Widening Scheme of Road, Pavement and Structure
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 km. to 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: Existing carriageway with concrete pavement is proposed to be widened with concrete pavement. NH-4B is proposed to be 6-lane from km. to km. and from km. to 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

23 Package-2 Pavement Composition Composition for Main Carriageway with Flexible Pavement (for approaches) is as follows:- BC:- 50 mm DBM: mm WMM: mm GSB: mm Subgrade: mm Composition for Main Carriageway with Rigid Overlay on Existing Flexible Pavement is as follows:- DBM:- 50 mm PQC: 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

24 Package-2 Project Cost Summary Sr.No. Items Unit Quantity Rate (Rs.)
Amount in Rs. A Road Works 1 Each Individual Cross Section (TCS1,TCS2,ETC) KM TCS 2 Km 4.462 103,036,160 459,716,436 TCS 3 2.314 106,065,268 245,429,726 TCS 5 5.962 79,080,803 471,495,563 TCS 12 0.45 64,439,913 28,997,961 B Bridges and Structures 2 Minor Bridges m 157.95 2,720,555 429,711,681 3 Repair and Rehabilitation of Existing Bridges 27,206 4,297,117 4 Underpasses with approches 227.2 101,608,777 812,870,214 5 Culverts (Pipe/slab/box) No. 56.00 1,369,305 76,681,053 6 Gavhan Phata interchange 10.167 2,199,260,785 Sub total for Length 23.74 C Other Road Appurtenence/Miscelleneous Items 7 Ground improvement with boulders&Geo grid 12,275,975 8 Junctions Nos 15 670,283 10,054,239 9 Service Road/Slip Road km 36,627,600 477,314,407 10 Toll Plaza at km 37,710,634 11 Drain km. 24,312,128 316,824,706 12 Crash Barrier Rmt 13.0 14,929,924 194,560,052 13 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 seperately) 209,530,091 TOTAL AMOUNT in RS. 5,986,730,638 TOTAL AMOUNT in RS. (CRORE) 598.67

25 Project Cost Justification
Package-2 Project Cost Justification 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. Due to heavy Container Traffic Service road is designed for 20msa. All the structures have been proposed to be widened to 8-lane configuration. Total area of structure portion is 53,262 sqm. The cost of structure is Rs 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 crore. The cost of road per square metre is Rs.5,033, and it is reasonable.

26 Preconstruction Activity Status
Package-2 Preconstruction Activity Status Land Acquisition Total Land Required ha Available Land ha Total Land To be acquired ha (Government Land – ha. and Private Land – 1.471ha. ) 3 (a) Notification Published 3 (A) Notification 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 to km Shifting of Utilities Gas line, Water pipeline and electrical lines are required to be shifted the estimates from the department is awaited.

27 Package-3 Project Layout

28 NH-348(SH-54 and Amra Marg Section) – Proposed Structures
Package-3 NH-348(SH-54 and Amra Marg Section) – Proposed Structures

29 NH-348(SH-54 and Amra Marg Section) – Proposed Structures
Package-3 NH-348(SH-54 and Amra Marg Section) – Proposed Structures Sr. No. Location of structure Length (m) Total Width of Structure (m) Area of Structures (Sq.m.) Remarks, if any NH -348 (Previous Amra Marg Section (Km to Km 5.360) 1 (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) 4 (Ambuja Cement Jetty) 30 1014 5 2.460 (Targhar) 12 34.25 411 6 4.470 (Vahal) 15 513.75 7 4.800 (Vahal) 8 1.073 (Panvel Creek Bridge) 397 11.7 4644.9 Major Bridge 9 3.981 (Vahal Creek Bridge) 60 23.4 1404 NH -348 (Previous SH – 54) Section (Km to Km ) 10 to 1210 6-lane 29282 Elevated corridor Total 44,775.4

30 Widening Scheme of Road, Pavement and Structure
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: 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

31 Package-3 Pavement Composition Composition for Main Carriageway with Flexible Pavement (for approaches) is as follows:- BC:- 50 mm DBM: mm WMM: mm GSB: mm Subgrade: mm Composition for Main Carriageway with Rigid Overlay on Existing Flexible Pavement is as follows:- DBM:- 50 mm PQC: 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

32 Package-3 Project Cost Summary Sr.no. Items Unit Quantity Rate (Rs.)
Amount in Rs. A Road Works 1 Each Individual Cross Section (TCS1,TCS2,ETC) TCS-2 KM 2.303 162,070,008.01 TCS-3 3.07 325,872,910.40 TCS-5 2.49 201,435,876.00 TCS-7 1.21 28,995,568.80 TCS-10 0.94 66,376,951.85 B Bridges and Structures 2 Major Bridges m 457.00 939810 429,493,000.95 3 Flyover/Underpasses 232.00 873,486,327.80 4 Elevated Corridor 1,499,238,420.81 5 Culverts (Pipe/slab/box) No. 28.00 74,598,347.91 C Other Road Appurtenence/Miscelleneous Items 6 Ground Improvement 253,307,889 7 Junctions 15 51,831,574 8 Service Road/Slip Road km. 10.841 432,246,018 9 Toll plaza No.s 17,587,387.00 10 Drain 372,582,656 11 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 seperately) 311,650,487 TOTAL AMOUNT in RS. 5,100,773,423.52 TOTAL AMOUNT in RS. CRORE 510.08

33 Project Cost Justification
Package-3 Project Cost Justification 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. Due to heavy Container Traffic Service road is designed for 20msa. All the structures have been proposed to be widened to 8-lane configuration. Total area of structure portion is 44, sqm. The cost of structure is Rs 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, sqm. The cost of road portion is Rs crore. The cost of road per square metre is Rs.5,592, and it is reasonable.

34 Preconstruction Activity Status
Package-3 Preconstruction Activity Status Land Acquisition Total Land Required ha Available Land ha Total Land To be acquired ha (Government Land – ha. and Private Land – 4.650ha. ) 3 (a) Notification Published 3 (A) Notification 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 to and NH-348 (Previous Amra Marg) from km 0.0 to Shifting of Utilities Gas line, Water pipeline and electrical lines are required to be shifted the estimates from the department is awaited.

35 Package-4 Project Layout

36 NH-4B (D-E and D-G Section) – Proposed Structures
Package-4

37 NH–4B (D-E Section) – Proposed Structures
Package-4 NH–4B (D-E Section) – Proposed Structures Sr. No. Location of structure (Km) Length (m) Total Width of Structure (m) Area of Structures (Sq.m.) Type of Structures 1 (D-Point) 160 33.8 5408 Flyover 2 22.495 8.4 23.4 196.56 Existing VUP to be widened 3 25.054 8.9 208.26 4 (MMRDA Rented Housing) 12 34.25 411 New VUP 5 26.59 (Phalaspe phata) 110 3718 6 (Phalaspe phata) 7 (Karanjade Bridge) 9 43.8 394.2 Minor Bridge (Main Carriageway + Service road) 8 (Nandgaon Bridge) 56.1 54.2

38 NH–4B (D-G Section) – Proposed Structures
Package-4 NH–4B (D-G Section) – Proposed Structures Sr. No. Location of structure (Km) Length (m) Total Width of Structure (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 RoB 11 3.15 (Khandeshwar ROB) 88.88 30.4 12 1.462 (Gadhi Bridge) 180 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 Total 29,476.3

39 Widening Scheme of Road, Pavement and Structure
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 km. to km., from km. to km., from km. to km.) on the LHS. The existing NH-4B (D – G Section) is 4-lane divided carriageway having flexible pavement on LHS and rigid pavement (from 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: 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

40 Package-4 Pavement Composition Composition for Main Carriageway with Flexible Pavement (for approaches) is as follows:- BC:- 50 mm DBM: mm WMM: mm GSB: mm Subgrade: mm Composition for Main Carriageway with Rigid Overlay on Existing Flexible Pavement is as follows:- DBM:- 50 mm PQC: 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

41 Project Cost Summary Package-4 Sr.no. Items Unit Quantity Rate (Rs.)
Amount in Rs. A Road Works 1 Each Individual Cross Section (TCS1,TCS2,TCS3, ETC) KM TCS 1 Km 0.309 49,106,484 15,192,564 TCS 2 6.801 198,799,670 674,630,494 TCS 3 1.482 106,882,927 158,389,810 B Bridges and Structures 2 Major /Minor Bridges m 303.80 3,192,766 493,899,601 3 Repair and Rehabilitation of Existing Bridges 31,928 4,938,996 4 ROB & Underpasses with approches 865.90 3,815,201 1,627,606,754 5 Culverts (Pipe/slab/box) No. 30.00 2,589,833 38,847,490 C Other Road Appurtenence/Miscelleneous Items 6 Junctions 14 6,434,729 49,863,715 7 Ground improvement with boulders&Geo grid 8 Service Road/Slip Road km 8.69 81,895,134 356,116,877 9 Drain km. 8.59 53,094,185 211,297,023 10 Crash Barrier Rmt 27,848 131,815,027 11 Toll Plaza Nos 2.00 15,199,133 12 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 seperately) 176,574,362 TOTAL AMOUNT in RS 3,954,371,846 TOTAL AMOUNT in RS (CRORE) 395.44

42 Project Cost Justification
Package-4 Project Cost Justification 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. Due to heavy Container Traffic Service road is designed for 20msa. All the structures have been proposed to be widened to 8-lane configuration. Total area of structure portion is 29, sqm. The cost of structure is Rs 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, sqm. The cost of road portion is Rs crore. The cost of road per square metre is Rs.4,758, and it is reasonable.

43 Preconstruction Activity Status
Package-4 Preconstruction Activity Status Land Acquisition Total Land Required ha Available Land ha Total Land To be acquired ha (Government Land – ha. and Private Land – 6.534ha. ) 3 (a) Notification Published 3 (A) Notification 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 to and NH-4B (D-G Section) from km 0.0 to Shifting of Utilities Gas line, Water pipeline and electrical lines are required to be shifted the estimates from the department is awaited.

44 Package wise Total Project Cost
TPC (in Rs. Crore) Package-1 Construction of Karalphata Interchange from Km to Km of NH-4B & from Km to Km of NH-348 (old SH-54) and connectivity to proposed 4th Terminal of JNPT 641.56 Package-2 Construction of Gavahanphata Interchange (From Km to Km of NH-4B, From Km to Km of NH-348 (old SH-54) & from Km to Km of Amra Marg) and NH-4B (From Km to Km and from Km to Km ) 723.14 Package-3 Construction of NH-348 (old SH-54) from Km to Km and Amra Marg from Km to Km 5.360 616.12 Package-4 Construction of NH-4B from Km to Km (D to E Section) and from Km to Km (D to G Section). 477.65 Total 2,458.46

45 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 230.00 3 Expected Toll revenue during construction 133.50 4 Remaining amount to be raised through commercial borrowing by MJPRCL (Debt amount) i.e [(1) – (2) – (3)] 5 Financial 0.5% of Debt Amount (4) 12.96 6 Total amount to be raised through commercial borrowing [(4) + (5)]

46 Thank you


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