jnpt presentation nhai

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 LIMITEDAN SPV OFNATIONAL HIGHWAYS AUTHORITY OF INDIA(Ministry of Road Transport & Highways)Government of India*

*PROJECT LAYOUTProposed 4th LNG TerminalProposed Navi Mumbai Airport

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.

Project Background*

Traffic Forecast*

Section Description Traffic (PCU) Growth Rate = 5%Traffic (PCU) Growth Rate = 14.1% (Due to proposed 4th Container Terminal of JNPT)20142015201620172018201920202021202220232024A1 - D Traffic Volume Count590726202665127683837802589027101580115902132245150891172167Airport --- --- --- --- --- --- --- --- --- --- --- Total 590726202665127683837802589027101580115902132245150891172167SH - 54 Traffic Volume Count2232223438246102584129484336413838543797499725701865058Airport --- --- --- --- --- --- --- --- --- --- --- Total 2232223438246102584129484336413838543797499725701865058D - G Traffic Volume Count416214370245887481825497562727715718166393177106315121305Airport Growth Rate = 5%--- --- --- --- --- 7756988512015141441639318642Total 4162143702458874818254975704838145693677107321122708139947D - E Traffic Volume Count39075410294308045234516125889067193766678747799812113885Sion - Panvel Growth Rate = 5%--- 39606415864366645849481415054853076557305851661442Airport --- --- --- --- --- --- --- --- --- --- --- Total 3907580635846668890097461107031117741129743143207158328175327Amra Marg Traffic Volume Count53996566965953162507713218137792851105943120881137925157373Sion - Panvel Growth Rate = 5%--- 39606415864366645849481415054853076557305851661442Airport Growth Rate = 5%--- --- --- --- --- 232672965536043424314917855925Total 5399696302101117106173117170152785173054195062219042245619274740

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.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. Project Necessity*

Project consists of following road stretches *

Sr. No.Road Name/No.From (km)To (km)Length (kms)WideningPresent Traffic (2014)Projected Traffic (2024)1.NH-4B (AI-E)3.60027.27023.674 to 6 lane 8.667 km 590721721674 to 8 lane 15.003 km390751753272.NH 4B (D- G)0.0004.4924.4924 to 8 lane 416211399473.NH-348 (Previous SH-54)5.30014.8509.5504 to 6 lane 22322650584.NH-348 (Previous Amra Marg)0.0006.2006.2004 to 8 lane 53996274740

*Layout of EPC Packages

*Project LayoutPackage-1

*Package-1Proposed Salient Features

*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) 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 5.541 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.

Improvement ProposalPackage-1

Proposed Structures*Package-1

Sr. No.Location of structureLength (m)Total Width of Structure (m)Area of Structures (Sq.m.)Type of StructuresKaral Phata Interchange plus RoB1Km. 6.000 of NH-348 (old SH-54)89128.225126.2Interchange Proper2Ramp 1267102670Viaduct3Loop 1242102420Viaduct4Loop 2254.75102547.5Viaduct5Loop 3160101600Viaduct6Loop 4291102910Viaduct7Km. 5.541 NH-4B (LHS)87.517.61540ROB8Km. 5.541 NH-4B (LHS)547.517.69636Viaduct9Km. 4.453 NH-4B (LHS)9517.61672ROB10Km. 4.453 NH-4B (LHS)799.4517.614070.32Viaduct11Km. 4.453 NH-4B (RHS)9517.61672ROB12Km. 4.453 NH-4B (RHS)732.917.612899.04Viaduct13ROB- on Ramp-3125101250ROB14ROB- on Ramp-3193.18101931.8ViaductConnection to proposed 4th Terminal of JNPT1Ramp 1528105280Viaduct2Ramp 3456104560ViaductTotal5765.2891784.86

Widening Scheme of Road, Pavement and StructurePresently 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 CompositionComposition 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

Package-1

*Project Cost SummaryPackage-1

Sr. No.ItemsUnitQuantityRateAmountAROAD WORKS1EACH INDIVISUAL CROSS SECTION (TCS1, TCS2, ETC)Karalphata InterchangeiNH 4B (LHS)Km0.94052,695,89049,534,136iiNH 4B (RHS)Km1.64317,584,71628,891,688iiiSH 54Km1.22948,764,72059,931,840ivLoop 1Km0.069145,484,88310,038,457vLoop 2Km0.075176,818,25713,261,369viLoop 3Km0.16086,775,32813,884,052viiLoop 4Km0.12991,363,54011,785,897viiRamp 1Km0.183130,785,17223,933,687ixRamp 2Km0.39073,624,18528,713,432xRamp 3Km0.072154,113,00911,096,137xiRamp 4Km1.40013,691,69813,691,698Total Length6.29Connectivity to Proposed 4th Terminal of JNPTiNew 2 lane Realignment Karal bridge Bypass rd ( road 2)KM1.50iiRoad 2 to prop 4th terminal -resurfacing Exi. RoadKM1.10iiiRamp 3 roadKM0.25ivRamp 1 roadKM0.25vNew 8 lane divided roadKM0.855viNew 4 lane divided roadKM1.19Total Length5.1576,209,809392,099,467BBRIDGES AND STRUCTURES2MAJOR BRIDGESNo0003MINOR BRIDGESNo0004ROBKaralphata InterchangeiROB-1 on NH-4B (RHS) R&RM63530,41319,311,945iiROB-1 on NH-4B (LHS)M635841,028534,052,909iiiROB-2 on NH-4B (LHS)M894841,028752,257,676ivROB-2 on NH-4B (RHS)M828841,028696,287,249vROB on SH-4M8911,494,1511,331,288,304viROB on Ramp-3M318443,381141,075,032

*Project Cost Summary

Package-1

Sr. NoItemsUnitQuantityRateAmount5FLYOVER / VIADUCTKaralphata InterchangeiROB on Ramp-1M267376,477100,451,461iiLOOP-1M241.02479,926115,671,755iiiLOOP-2M254.75477,188121,564,573ivLOOP-3M160.00479,61576,738,437vLOOP-4M290.94501,799145,993,389Connectivity to Proposed 4th Terminal of JNPTiRamp-1 with approach M528414,730218,977,452iiRamp - 3 with approach M456451,802206,021,7926UNDERPASSES7CULVERTS (Pipe/Slab/Box)Karalphata InterchangeNo5715,4713,577,356Connectivity to Proposed 4th Terminal of JNPTNo131,239,77316,117,051Sub Total of LengthKm*14.644COTHER ROAD APPURTENENCE / MISCELLENEOUS ITEMS8JUNCTIONSMAJOR ----- ----- -----MINOR ----- ----- -----9SERVICE ROAD ----- ----- -----10SLIP ROAD ----- ----- -----11DRAIN (Type-I, Type-II etc.,) (Connectivity to Proposed 4th Terminal of JNPT)m68504,08928,006,60412CRASH BARRIER ----- ----- -----13TOLL PLAZA ----- ----- -----14BUS BAYS ----- ----- -----15TRUCK LAY BYES ----- ----- -----16OTHER MISCELLENEOUS ITEMS : Street Light & Highmast Lights, Footpath, Compound Wall, Landscaping, Utility Shifting and Signalisation work, Sign boards etc.iKaralphata Interchange73,696,571iiConnectivity to Proposed 4th Terminal of JNPT73,397,389TOTAL AMOUNTRs.5,311,348,806TOTAL AMOUNT in RS. (CRORE)531.13

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 441.62 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 89.49 crore.The cost of road per square metre is Rs.5,814, and it is reasonable.

*Project Cost JustificationPackage-1

Preconstruction Activity Status*Package-1

Land AcquisitionTotal Land Required18.000 haAvailable Land11.670 haTotal Land To be acquired6.38 ha (Government Land) 3 (a) NotificationPublished3 (A) NotificationPublished3 (D) NotificationIt is being finalisedForest ClearanceNot involvedEco-sensitive zone of WildlifeNot involvedEnvironmental ClearanceNot required (Length

*NH 4B (A1-D) Section Proposed StructuresPackage-2

*NH 4B (A1-D) Section Proposed StructuresPackage-2

Sr. No.Location of structure (Km)Length (m)Total Width of Structure (m)Area of Structures (Sq.m.)Type of Structures16.500 (CIDCO SEZ)3033.81014.0New VUP 27.455 (CWC)3633.81216.8New VUP 38.555 (Indian Oil Terminal)3633.81216.8New VUP 411.278 20.223.4236.34Existing VUP to be widened 514.87538.423.4449.28Existing VUP to be widened 617.15315.623.4182.52Existing VUP to be widened 718.150 (Pushpak)3633.81216.8New VUP 819.04617.423.4203.58Existing VUP to be widened 920.150 (Pushpak)3633.81216.8New VUP 107.547 (Navghar Bridge) 3554.21729.21Minor Bridge (Main Carriageway + Service road)118.664 (Duttam Bridge-1) 3554.21726.66Minor Bridge (Main Carriageway + Service road)1210.883 (Duttam Bridge-2) 34.643.81515.48Minor Bridge (Main Carriageway + Service road)1315.158 (Vahal Bridge-1) 6.743.8292.803Minor Bridge (Main Carriageway + Service road)1415.559 (Vahal Bridge-2)6.7543.8295.65Minor Bridge (Main Carriageway + Service road)1518.273 (Kunde Vahal Bridge) 32.81443.81415.047Minor Bridge (Main Carriageway + Service road)1619.305 (Bangarpada Bridge) 11.343.8494.94Minor Bridge (Main Carriageway + Service road)1720.324 (Dapoli Bridge) 9.2543.8405.15Minor Bridge (Main Carriageway + Service road)

*Gavanphata InterchangePackage-2

*Gavahanphata Interchange Proposed StructuresPackage-2

Sr. No.Location of structure (Km)Length (m)Total Width of Structure (m)Area of Structures (Sq.m.)Type of Structures1814.020 of NH-348 (old SH-54)600.0017.210320 Flyover 196.110 of Amra Marg305.5429.69043.984Interchange Proper (Flyover cum RoB)206.600 of Amra Marg 180101800Viaduct21Ramp-1108101080Viaduct22Ramp-2428104280Viaduct23Ramp-3140101400Viaduct24Ramp-6175101750Viaduct25Road-1285102850Viaduct26Road-2591105910ViaductTotal324953,261.80

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

*Widening Scheme of Road, Pavement and StructurePackage-2

Pavement CompositionComposition 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 mmComposition 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 mmDLC:- 150 mmGSB:- 150 mmSubgrade:- 500 mmComposition for Service Road with Flexible Pavement is as follows:-BC :- 40 mmDBM:- 90mmWMM:- 250mmGSB:- 200mmSubgrade:- 500mm*Package-2


Sr.No.ItemsUnitQuantityRate (Rs.)Amount in Rs.ARoad Works1Each Individual Cross Section (TCS1,TCS2,ETC)KMTCS 2Km4.462103,036,160459,716,436TCS 3KM2.314106,065,268245,429,726TCS 5KM5.96279,080,803471,495,563TCS 12KM0.4564,439,91328,997,961BBridges and Structures 2Minor Bridgesm157.952,720,555429,711,6813Repair and Rehabilitation of Existing Bridgesm157.9527,2064,297,1174Underpasses with approchesm227.2101,608,777812,870,2145Culverts (Pipe/slab/box)No.56.001,369,30576,681,0536Gavhan Phata interchangeKm10.1672,199,260,785Sub total for LengthKm23.74COther Road Appurtenence/Miscelleneous Items7Ground improvement with boulders&Geo grid12,275,9758JunctionsNos15670,28310,054,2399Service Road/Slip Roadkm13.0315536,627,600477,314,40710Toll Plaza at 8.150 kmNos137,710,63437,710,63411Drainkm.13.0315524,312,128316,824,70612Crash BarrierRmt13.014,929,924194,560,05213Other 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)No.209,530,091TOTAL AMOUNT in RS.5,986,730,638TOTAL AMOUNT in RS. (CRORE)598.67

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 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.*Project Cost JustificationPackage-2


Land AcquisitionTotal Land Required110.277 haAvailable Land97.265 haTotal Land To be acquired13.012 ha (Government Land 11.540 ha. and Private Land 1.471ha. ) 3 (a) NotificationPublished3 (A) NotificationPublished3 (D) NotificationIt is being finalisedForest Clearance1.64 ha (Submitted to the state Govt.)Eco-sensitive zone of WildlifeSubmitted to the state Govt.Environmental ClearanceNot required (Length

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

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

Sr. No.Location of structureLength (m)Total Width of Structure (m)Area of Structures (Sq.m.)Remarks, if anyNH -348 (Previous Amra Marg Section (Km 0.000 to Km 5.360)1-0.400 (Approach of RoB)2236792VUP20.280 (Kille-gaonton Junction)16033.85408Flyover30.831(Approach of Panvel Creeck Bridge) 2236792VUP41.585 (Ambuja Cement Jetty)3033.81014Flyover52.460 (Targhar)1234.25411Flyover64.470 (Vahal)1534.25513.75VUP74.800 (Vahal)1534.25513.75VUP81.073 (Panvel Creek Bridge)39711.74644.9Major Bridge93.981 (Vahal Creek Bridge)6023.41404Major BridgeNH -348 (Previous SH 54) Section (Km 7.422 to Km 13.160)1010.660 to 11.87012106-lane 29282Elevated corridorTotal44,775.4

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



Sr.no.ItemsUnitQuantityRate (Rs.)Amount in Rs.ARoad Works1Each Individual Cross Section (TCS1,TCS2,ETC)TCS-2KM2.30370373429162,070,008.01TCS-3KM3.07106216724325,872,910.40TCS-5KM2.4980962973201,435,876.00TCS-7KM1.212396328028,995,568.80TCS-10KM0.947061377966,376,951.85BBridges and Structures 2Major Bridgesm457.00939810429,493,000.953Flyover/Underpassesm232.003765027873,486,327.804Elevated Corridorm1210.0012390401,499,238,420.815Culverts (Pipe/slab/box)No.28.00266422774,598,347.91COther Road Appurtenence/Miscelleneous Items6Ground Improvement253,307,8897JunctionsNo.153455438.26751,831,5748Service Road/Slip Roadkm.10.84139871415.69432,246,0189Toll plazaNo.s11758738717,587,387.0010Drainkm.372,582,65611Other 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)No.311,650,487TOTAL AMOUNT in RS.5,100,773,423.52TOTAL AMOUNT in RS. CRORE510.08

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 44,775.40 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.*Project Cost JustificationPackage-3


Land AcquisitionTotal Land Required69.608 haAvailable Land54.509 haTotal Land To be acquired15.099 ha (Government Land 10.449 ha. and Private Land 4.650ha. ) 3 (a) NotificationPublished3 (A) NotificationPublished3 (D) NotificationIt is being finalisedForest Clearance1.18 ha (Submitted to the state Govt.)Eco-sensitive zone of WildlifeSubmitted to the state Govt.Environmental ClearanceNot required (Length

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

*NH4B (D-E Section) Proposed StructuresPackage-4

Sr. No.Location of structure (Km)Length (m)Total Width of Structure (m)Area of Structures (Sq.m.)Type of Structures121.570 (D-Point)16033.85408Flyover 222.4958.423.4196.56Existing VUP to be widened 325.0548.923.4208.26Existing VUP to be widened 425.850 (MMRDA Rented Housing)1234.25411New VUP 526.59 (Phalaspe phata)11033.83718Flyover 626.875 (Phalaspe phata)11033.83718Flyover 722.893 (Karanjade Bridge)943.8394.2Minor Bridge (Main Carriageway + Service road)825.702 (Nandgaon Bridge)56.154.23040.62Minor Bridge (Main Carriageway + Service road)

*NH4B (D-G Section) Proposed StructuresPackage-4

Sr. No.Location of structure (Km)Length (m)Total Width of Structure (m)Area of Structures (Sq.m.)Type of Structures90.405 (Chinchpada VUP)2523.4585Existing VUP to be widened 100.095 (Chinchpada ROB)62.426.91678.56RoB113.15 (Khandeshwar ROB)88.8830.42701.952RoB121.462 (Gadhi Bridge)18026.94842Major Bridge132.236 (Dhakta Khanda Bridge)21.243.8928.56Minor Bridge (Main Carriageway + Service road)143.702 (Motha Khanda Bridge)37.543.81645.57Minor Bridge (Main Carriageway + Service road)Total29,476.3

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 4-lane 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



Sr.no.ItemsUnitQuantityRate (Rs.)Amount in Rs.ARoad Works1Each Individual Cross Section (TCS1,TCS2,TCS3, ETC)KMTCS 1Km0.30949,106,48415,192,564TCS 2Km6.801198,799,670674,630,494TCS 3Km1.482106,882,927158,389,810BBridges and Structures 2Major /Minor Bridgesm303.803,192,766493,899,6013Repair and Rehabilitation of Existing Bridgesm303.8031,9284,938,9964ROB & Underpasses with approchesm865.903,815,2011,627,606,7545Culverts (Pipe/slab/box)No.30.002,589,83338,847,490COther Road Appurtenence/Miscelleneous Items6Junctions146,434,72949,863,7157Ground improvement with boulders&Geo grid8Service Road/Slip Roadkm8.6981,895,134356,116,8779Drainkm.8.5953,094,185211,297,02310Crash BarrierRmt9466.6827,848131,815,02711Toll PlazaNos2.0015,199,13315,199,13312Other 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)No.176,574,362TOTAL AMOUNT in RS3,954,371,846TOTAL AMOUNT in RS (CRORE)395.44

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 29,476.30 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.*Project Cost JustificationPackage-4


Land AcquisitionTotal Land Required67.736 haAvailable Land51.700 haTotal Land To be acquired16.036 ha (Government Land 9.503 ha. and Private Land 6.534ha. ) 3 (a) NotificationPublished3 (A) NotificationPublished3 (D) NotificationIt is being finalisedForest ClearanceNilEco-sensitive zone of WildlifeSubmitted to the state Govt.Environmental ClearanceNot required (Length

*Package wise Total Project Cost

TPC (in Rs. Crore)Package-1Construction 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 JNPT641.56Package-2Construction 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)723.14Package-3Construction of NH-348 (old SH-54) from Km 7.422 to Km 13.160 and Amra Marg from Km 0.000 to Km 5.360616.12Package-4Construction of NH-4B from Km 21.200 to Km 27.270 (D to E Section) and from Km 0.000 to Km 4.492 (D to G Section).477.65Total 2,458.46

*Funding for Project

Sr. No.Sources of FundsAmount(in Rs. Crore)1Total Estimated Capital Cost of all the 4 packages2955.692MJPRCLs internal accruals from tolling230.003Expected Toll revenue during construction133.504Remaining amount to be raised through commercial borrowing by MJPRCL (Debt amount) i.e [(1) (2) (3)]2592.195Financial Charges @ 0.5% of Debt Amount (4)12.966Total amount to be raised through commercial borrowing [(4) + (5)]2605.15

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