FOR FAST CORRIDOR ON CSTM PANVEL - Mumbai Railway Vikas...

M U M B A I R A I LWAY V I K A S C O R P O R A T I O N LT D .

DETAILED PROJECT REPORT FOR

FAST CORRIDOR ON CSTM PANVEL FAST CORRIDOR ON CSTM PANVEL

PROPOSED CSTPROPOSED CST‐‐PANVEL FAST CORRIDORPANVEL FAST CORRIDORSPUR TO SPUR TO AIRPORTAIRPORT

KURLAKURLA

LTTLTT

CHEMBURCHEMBUR

MANKHURDMANKHURDVASHIVASHI

NERULNERUL

CSTMCSTM

WADALAWADALA

CHEMBURCHEMBURBELAPURBELAPUR

KHARGARKHARGAR

PANVELPANVEL

NMIANMIA

PanvelPanvelCSTCST

Palm Beach Palm Beach

RoadRoad

J U N E 2 0 1 6J U N E 2 0 1 6

(A Government of India Enterprise)

Detailed Project Report for Fast Corridor on CS

EEXXEECCUUTTIIVVEE SSUU

0.1 BACKGROUND

Mumbai, the financial, com

top ten centres of comm

employment opportunitie

different parts of the coun

To sustain the present a

projects like SEZs, New Po

of JNPT, International E

Terminal consisting of Lon

Bus Terminal (ISBT) at D

operate high end transit

faster travel.

A Techno-Economic Surve

Harbour Line was taken up

i. Fast corridor alignm

ii. Broad Gauge with c

iii. Scheduled average

iv. 8 car Rakes

v. Total of 11 Statio

Mankhurd, Vashi, N

vi. Spur to proposed N

station

vii. Maintenance Depo

viii. Project implementa

MRVC now intends to rev

at certain locations, system

implemented with Govern

Executive Summary

n CSTM – PNVL Harbour Line

UUMMMMAARRYY

, commercial and entertainment capital of India is

ommerce in terms of global financial flow. The

nities in different sectors, attracts majority popu

ountry thereby, making it the most populous city o

nt and growing needs due to the envisaged in

Port – Rewas, Navi Mumbai International Airport

al Exhibition centre at Khandeshwar, Integrated

Long distance Railway Terminal, Metro Station an

at Dushmi, Govt. Of Maharashtra considered n

nsit system between Mumbai and Navi Mumbai

rvey and preparation of DPR for fast corridor on CS

n up in Feb’ 2012, with the following planning para

lignment within Railway ROW

ith coach width of 3.66 m

rage speed of 60 kmph

tations namely CSTM, Wadala, Kurla, Tilak Naga

hi, Nerul, CBD Belapur, Kharghar and Panvel

ed Navi Mumbai International Airport (NMIA) fro

epot at Kharghar

entation on PPP

revise the Study having changes in gauge, alignm

stem (from Broad Gauge to Standard Gauge) and

vernment funding.

Page - i

June, 2016

ia is the world's

The numerous

opulation from

ity of India.

d infrastructure

port, expansion

ated Transport

n and InterState

d necessary to

bai to facilitate

CSTM- Panvel

arameters:

agar, Chembur,

from Seawoods

ignment/stations

nd project to be


FIGURE 0.1: PROPOSED

Executive Summary


ED FAST CORRIDOR ON CSTM – PANVEL HABOUR L

Page - ii

June, 2016

UR LINE


0.2 RIDERSHIP ESTIMATIO

Daily ridership on the corr

8.0 Lakh, 10.8 Lakh and 13

It is estimated that the av

21.3 km.

TABL

CORRIDOR/ SECTIO

CSTM - Panvel

The proposed Corridor is

passengers from other mo

commuters take time in c

that the ridership projec

planning has been done ac

With provision of the Na

1800 by 2021 and 4200

ridership of 30,000 in 202

1,00,000 by 2041.

0.3 DESIGN PARAMETERS

0.3.1 Permanent Way

Gauge

It has been decided that th

Rail Section and Grade

For main lines, 60KG UIC

lines and Depot lines, 6

proposed. These rails are

and depot lines should a

Indian Railways in IRS-T-

The rails should have can

compatible with rail profile

Executive Summary


TION

corridor for the years 2021, 2031 and 2041 is exp

13.0 Lakh passengers respectively, Table 0.1.

e average trip length for the proposed corridor

TABLE 0.1: RIDERSHIP ESTIMATES

CTION Avg. Daily Passengers (In Lakh)

2021 2031 2041

vel 8.0 10.8 13.0

r is expected to be operational by 2022. Desired

r modes of transport to proposed system is a slow

in changing their travel habits/patterns. Thus, it

jected for 2021 will actually materialize by 2022

e accordingly.

Navi Mumbai Airport Spur from Nerul, additiona

00 by 2031 is projected. This spur is projected t

2021, and 70,000 by 2031 which is projected to in

ERS

at the corridor will be designed on Standard Gauge

UIC HH rails of grade 1080 are proposed. For othe

s, 60 kg rails of grade 880 (without Head har

are being manufactured indigenously. The rails fo

ld also conform to the technical specifications la

12-2009.

cant of 1 in 20 and wheel profile of rolling stoc

rofile.

Page - iii

June, 2016

expected to be

or will be about

41

3.0

sired shifting of

slow process as

s, it is assumed

022 and system

tional PHPDT of

ed to add daily

to increase upto

uge (1435mm).

ther than main

hardening) are

ls for main lines

s laid down by

stock should be


Formation

Ballastless track is propo

following track structure is

• Ballastless for Washing

• Steel pedestal for inspe

• Embedded Rail type in

• Conventional Ballasted

Fastening System for Balla

In Feb. 2015, Govt. of Ind

certification and Technica

said document covers “Pe

on Metro Railways/MRTS S

fastening systems complyi

Further, scope for introdu

(for those not approved b

such fastening systems sha

same will be kept under o

conditions in association w

Turnouts and Scissor Cros

From considerations of m

following two types of turn

• On main lines, 1 in 9

potential on divergent

• On Depot lines, 1 in

potential on divergent

• The Scissors cross-ove

centre of 4.5 m.

Welding

To minimize noise and v

Welding Technique and A

joints which cannot be we

0.3.2 Traction System

Based on the ultimate tr

techno-economic conside

Executive Summary


oposed for elevated and underground stretches

re is proposed to serve specific usage:-

hing Line

inspection lines

e inside Workshop

sted track for Stabling and other line

Ballasted Track

f India, Ministry of Railways, has issued “Procedur

nical clearance of Metro System”. Part-A, Annexur

“Performance criteria of fastening system for balla

RTS System”. Ministry of Railways has already appro

plying the requisite performance criteria.

roduction of “new fastening system” has been ma

ed by Ministry of Railways) with the proviso that

s shall be made available to Ministry of Railways (M

er observation by MoR for a period of two years u

on with Metro Railways/MRTS system.

Crossover

of maintainability and riding comfort, it is prop

turnouts:

in 9 type turnout with a lead radius of 300 m

ent track as 45 km/h.

in 7 type turnout with a lead radius of 140 m

ent track as 25 km/h.

overs on Main Lines (1 in 9 type) will be with a m

nd vibrations, track joints should be welded by

nd Alumino - Thermit Welding may be done onl

welded by Flash Butt Welding Technique.

e traffic requirement, uniformity, standardization

siderations, 25kV ac traction system is considere

Page - iv

June, 2016

ches. At Depot,

dure for Safety

exure C-2 of the

ballast less track

pproved certain

made available

the details of

s (MoR) and the

rs under service

roposed to lay

0 m and speed

0 m and speed

minimum track

by Flash Butt

only for those

ation and other

ered to be the


best solution and hence

measures will have to be im

kV single-phase traction cu

OCS.

0.3.3 Rolling Stock

Rolling Stock proposed fo

coaches with electrically a

Automatic Voice Announc

optimize passenger comfo

its procurement may be

mechanism. The broad

presented in Table 0.2.

TABLE 0.2:

S.

No. Parameter

1

Basic Unit

6-Car Train

Composition

8-Car Train

Composition

2 Coach construction

3 Tare Weight

4 Axle load

5 Propulsion system

6 Type of traction supply

0.3.4 Signalling System

Communication based Tra

networks. It is the latest

being adopted by modern

upcoming MRTS Networks

II etc.

The Communication based

safety level of CENELEC S

headway of 90 seconds

Executive Summary


nce, proposed for adoption on this Fast corrid

be implemented for the mitigation of EMI & EMC c

n currents. The overhead traction lines will be flex

d for the corridor shall be Standard Gauge, air

lly actuated door operation, Stainless steel/Alum

uncement System, Coach Interior with modern a

mfort etc. The detailed specifications of the rollin

be decided on the basis of the project imp

ad features of rolling stock which may be fo

: BROAD FEATURES OF ROLLING STOCK

Fast Corridor on CSTM- Panvel Harb

One Driving Trailer car (DTC/TC) / Motor car (MC

coach should be fully interchangeable with any

of same type.

DTC-MC-TC-MC-MC-DTC

DTC-MC-TC-MC-TC-MC-MC-DTC

Light weight stainless steel/ Aluminium body

DTC (42.0 T), TC (42.0 T), MC (42.0 T)

17 T

3 phase drive system with VVVF control

ply 25KV AC Overhead collection

Train Control (CBTC) Signaling System is mainly use

test Signaling and Train Control Technology avai

dern metros around the world. It is also being ad

orks in India viz, DMRC Phase-III, Kochi Phase-I, BM

ased Train Control (CBTC) Signaling system provide

EC SIL-4 (Safety Integrity Level) and permits an

onds with continuous automatic train control.

Page - v

June, 2016

rridor. Suitable

C caused by 25

flexible copper

air-conditioned

luminium body,

rn aesthetics to

olling stock and

implementation

e followed are

arbour Line

r (MC). Every

any other coach

y used for MRTS

available and is

g adopted by all

I, BMRCL Phase-

vides adequate

an operational

trol. The CBTC


Technology is proven now

UTO (Unattended Train O

equivalent to GoA Level

System, which is the latest

CSTM - Panvel harbour line

0.3.5 Telecommunication

The telecommunication sy

other systems and provid

administrative requiremen

transmission media will ha

• Optical Fiber Transmiss

• Telephone Exchange

• Mobile Radio Commun

• Public Address System

• Centralized Clock Syste

• Passenger Information

• Close Circuit Television

• Central Voice Recordin

• Supervisory Control an

0.3.6 Fare Collection System

Ticket issue and fare colle

of the system. To achieve

use/operate, easy on acco

tickets, amenable for qu

Automatic fare collection s

Keeping in view the fact

cheaper in life cycle cost

collection system with Co

on CSTM- Panvel Harbour

0.3.7 Platform Screen Doors

Platform Screen Doors (PS

the platform from the tr

operation and located al

passenger area. The door

door locations. Platform S

stations to ensure safety &

Executive Summary


now in many Metros around the World and is also

in Operation) / DTO (Driverless Train Operation

vel 4. Communication based Train Control (CBT

test technology available, is recommended for fast

r line.

n system acts as communication backbone for

ovides telecommunication services to meet oper

ments of metro network. The proposed telecom

ill have following systems:

mission System

munication System

tem

ystem

tion Display System

ision

rding System (CVRS) and

l and Data Acquisition (SCADA) System

em

ollection play a vital role in the efficient and prope

ieve this objective, ticketing system shall be sim

accounting facilities, capable of issuing single/mult

quick fare changes and require overall lesser

ion system meets these requirements.

fact that Contactless card/ token technology pr

ost, it is proposed to provide computer based aut

Contactless smart token/card type ticketing for

our Line.

ors (PSD)

s (PSD) are proposed at stations to screen the pa

e track. These glass doors shall be powered fo

d along the platform at the platform edge thro

oor locations will be corresponding to the train ca

rm Screen Doors (PSD) are proposed to be provide

ty & comfort of commuters.

Page - vi

June, 2016

also suitable for

ation), which is

CBTC) Signaling

fast corridor on

or Signaling and

operational and

om system and

roper operation

simple, easy to

ultiple journey

ser manpower.

y proves to be

automatic fare

for fast corridor

passengers on

for automatic

throughout the

in car passenger

vided at all the


0.4 ALIGNMENT PLANNING

0.4.1 Geometric Design Param

TAB

S. No.

1 Gauge

2 Design Speed

3 Maximum Axle L

4 Traction

TABLE 0.4

Descrip

Desirable Minimum Radiu

Absolute minimum Radiu

Minimum curve radius at

Maximum permissible can

Maximum cant deficiency

* The applied cant will be

locations like stations/vic

TABLE 0.0.5: TRACK

Parameter

Mid-Section

Stations

Note:

*Track centre in elevat

girder/superstructure.

**Minimum rail level with

number of existing FOBs an

TABLE

Description

Gradient at Mid-Section

Gradient at Stations

Executive Summary


NING

arameters

TABLE 0.3: DESIGN PARAMETERS

CRITERIA DIMENSION

1435 mm

110 Kmph

xle Load 17T

25KV AC OHE

4: HORIZONTAL CURVE PARAMETERS

scription Elevated/At-grade Sec

adius 200 m

adius 120 m

s at stations 1000 m

e cant (Ca) 125 mm*

ency (Cd) 100 mm

l be decided in relation to normal operating speeds at s

s/vicinity to stations.

ACK CENTRE AND HEIGHT IN ELEVATED SECTION

Minimum Track

Centre

Minimum Rail L

above Ground L

4.10 m* 8.50 m**

4.10 m 12.00 m

evated section can be modified as per the choic

re.

within Railway ROW has been proposed as 15.0m du

s and ROBs.

ABLE 0.6: GRADIENT PARAMETERS

Desirable Absolute Minimu

on Upto 2% Upto 4% (compensa

Level Upto 0.25%

Page - vii

June, 2016

Section

at specific

ail Level

nd Level

m**

hoice of

due to

nimum

ensated)

5%


TABLE 0

Parameter

Desirable Radius on Main l

Absolute Minimum Radius

Minimum Length of Vertic

0.4.2 Route Alignment

For the planning convenie

centre line of the propos

increases from CSTM to Pa

• The alignment starts f

(Platform no 18) and h

• Proposed fast corridor

Harbour line of Cent

existing right of way, e

private land/property.

capacity to run 8 coach

• Between CSTM and

Mankhurd to Vashi, th

alignment is proposed

proposed as at-grade.

• Central Railway is plan

Harbour line will be sh

proposed on east of pl

that a composite struc

second level will be co

station will also be pla

level with 270 m length

• Central Railway has ta

from Wadala to Kurla

goods line runs paralle

generally proposed at

proposed Fast corrido

from the proposed Goo

• Following proposal are

5th/ 6th line of CSTM

Executive Summary


0.7: VERTICAL CURVE PARAMETERS

Vertical Curve

ain line 2500 m

dius on Main line 1500 m

rtical Curve 20 m

enience, the zero point of the Corridor is consid

posed CSTM Fast station. The chainage along th

o Panvel.

rts from Ch: (-) 100 m east of existing CSTM Ra

nd heads in northern direction.

idor on CSTM- Panvel Harbour Line is to run along

entral Railway, to be accommodated generally,

y, elevated/at-grade, in order to avoid/minimize ac

rty. The corridor proposed is to have double line t

oach trains.

nd Mankhurd, the alignment is proposed elev

i, the alignment is at-grade. Between Vashi and B

osed as Elevated. From Belapur to Panvel, the a

de.

planning to convert existing Harbour line into 5th

e shifted on the east of platform no. 18. As Fast cor

of platform no. 18. It is proposed by Central Railwa

structure having Harbour line at first level and fast

e constructed to minimize the land acquisition. Fu

planned as Composite structure with harbour sta

ngth and Fast corridor at second level with 180 m l

as taken up the work of laying of one additional

urla on deposit terms for BPT in this stretch. Th

rallel and adjacent to UP Harbour line. The Goods li

d at a distance of 6.50 m from the UP Harbour lin

ridor has been planned on further east at a dista

Goods line track.

are under consideration at KURLA in connection w

TM-CLA main line

Page - viii

June, 2016

nsidered at the

g the alignment

Railway Station

ong the existing

ally, within the

ze acquisition of

ine track, with a

elevated. From

nd Belapur, the

he alignment is

th-6th line and

t corridor is also

ilway and MRVC

fast corridor at

. Further, CSTM

r station at first

m length.

onal Goods line

. This proposed

ds line has been

r line track. The

distance of 6 m

n with laying of


a) Existing harbour lin

line.

b) Elevated harbour li

of Kurla station wh

c) Elevated Kurla stat

planned to be cons

d) One new Wadala

towards the Easter

• To avoid number of

implementing a numb

study have been consid

• The existing at-grade

proposed to be disma

Kurla – Trombay goods

• MMRDA is planning

International Airport a

Track integration betw

has been suggested

made for track integra

• Central Railway has de

Provision for two addit

for the proposed Fast

planned considering th

• Total 11 stations are

consisting of 8 elevated

• 4 Elevated stabling fac

the proposed Fast corr

CSTM station.

• Four elevated stabling

just ahead of Elevated

• Spur to proposed Navi

35600 m before unde

Palm Beach Road.

• Car Depot having an

Kharghar station. The l

Executive Summary


r line at Kurla (PF 7/8 and South of it) to be utilized

ur line is planned by providing a ramp of 1 in 40 a

which continues upto South End of Tilak Nagar sta

station with a total of 3 Platforms (one island and

constructed East of existing Platform 7/8.

ala- Kurla goods line is proposed on deposit ter

stern boundary of Railway land.

of accidents and trespassers at Kurla, Central

umber of modifications. These proposals under

onsidered for planning the alignment.

ade Harbour line tracks (South of Tilak Nagar

ismantled avoiding surface crossing of Harbour co

oods line.

ing to run High speed Metro services betwee

ort and proposed Navi Mumbai International Airp

between proposed High speed corridor and the

by MMRDA. Necessary provision in the plannin

gration.

s developed a Master plan for development of Pan

dditional platforms on east side of existing suburb

Fast corridor has been kept. Accordingly, alignme

g the updated plan of Panvel station.

are proposed for fast corridor on CSTM- Panvel

ated and 3 at-grade stations.

facilities have been planned in Wadi Bunder Railw

corridor. These stabling sidings shall feed the corri

ling sidings of 200 m length have been proposed o

ted Mankurd station.

Navi Mumbai International Airport has been plann

nder construction railway bridge of Nerul – Uran

an area of about 30.60 hac has been proposed

he land is vacant and falls in vicinity of Taloje creek

Page - ix

June, 2016

lized as 5th /6th

40 at South end

r station.

and one side) is

t terms for BPT

tral Railway is

der Trespassing

gar station) are

ur corridor with

tween Mumbai

Airport (NMIA).

he Fast corridor

nning has been

f Panvel station.

urban platform

ment has been

Harbour Line

Railway area for

orridor through

ed on West side

lanned from Ch:

ran line across

sed east of the

reek. The depot


area is so located as no

proposed Maintenance

Ch: 39500 m.

• The corridor geometri

curves are presented in

TABLE

S. No. Descript

CSTM - PNVL

1 Elevated

2 Ramp

3 At-grade

4 Creek Portion

5 At-grade on v

(through man

6 Ramp

7 Elevated

8 Ramp

9 At-grade

NMIA Spur

1 Elevated

2 Creek Portion

3 At-grade

4 Elevated

TABLE 0.9

S. No. Curve Radius

1 ≤200

2 >200 ≤ 300

3 >300 ≤ 500

4 >500 ≤ 800

5 >800 ≤ 1000

6 >1000

7 Total

Executive Summary


s not to fall within 100 m of water line of taloje cre

ance Depot has been provided short of Kharghar s

etrics are summarized in Table 0.8 and details o

ed in Table 0.9.

BLE 0.8: SUMMARY OF ALIGNMENT

cription Chainage (m)

From To

-100 22500

22500 22900

22900 23980

rtion 23980 28600

on viaduct

mangroves) 28600 32350

32350 32750

32750 38350

38350 38750

38750 48600

Total

35600 36720

rtion 36720 37470

37470 37800

37800 42100

Total

9: ABSTRACT OF HORIZONTAL CURVES

CSTM - PNVL Corridor NMIA Spu

No. of

Occurrences Length

No. of

Occurrences

1 412.38 1

7 1725.63 1

16 4894.24 2

16 4693.45 0

26 6879.94 0

27 5237.80 0

93 23843.44 4

Page - x

June, 2016

e creek. Entry to

har station from

ils of horizontal

Length

(m)

22600

400

1080

4620

3750

400

5600

400

9850

48700

1120

750

330

4300

6500

Spur

Length

386.95

572.91

1058.98

0.00

0.00

0.00

2018.84


0.4.3 Land Requirement

Land will be required for th

• Viaduct Structure (in

Entry/Exit Structures, T

• Receiving/Traction Sub

• Radio Towers

• Temporary Constructio

Abstract of land requireme

TABLE 0.10: LAND

Section Description Pvt

Lan

CSTM -

PNVL

Corridor

Permanent

Running

section 1063

Station area 0

Depot 0

TSS 0

Railway

Structures 0

Total 1063

Temporary

Construction

Depot 0

Total 0

NMIA

Spur

Permanent

Running

section 0

Station area 0

Total 0

0.5 STATION PLANNING A

0.5.1 Stations

The proposed fast corrid

(Table 0.11).

Executive Summary


or the following main components:

(including Route Alignment), Station Building,

es, Traffic Integration Facilities, Depots, etc.

Sub-stations

uction Depots and work sites.

ement for different components is given in Tables

AND & STRUCTURES REQUIREMENT (IN SQM)

Pvt.

Land

Govt. Land

BPT Railway CIDCO State

Govt.

10630 77803 345948 139034 77284

0 4680 27206 9362 4680

0 0 0 306000 0

0 0 3708 2100 0

0 0 20456 0 0

10630 82483 397318 456496 81964

0 30000 76500 37000 0

0 30000 76500 37000 0

0 0 36879 3205 46225

0 0 0 0 4680

0 0 36879 3205 50905

AND INTERMODAL INTEGRATION

rridor on CSTM- Panvel Harbour Line will have

Page - xi

June, 2016

ing, Platforms,

les 0.10.

Total ate

vt.

284 650699

80 45928

306000

5808

20456

964 1028891

143500

143500

225 86309

80 4680

905 90989

ave 11 stations


TABLE 0.11

S.

No. Station

Name Elevated/ At-grade

1 CST Elevated

2 Wadala Elevated

3 Kurla Elevated

4 LTT Elevated

5 Chembur Elevated

6 Mankhurd Elevated

7 Vashi At-Grade

8 Nerul Elevated

9 Belapur Elevated

10 Kharghar At-Grade

11 Panvel At- Grade

0.5.2 Station Planning

Salient features of a typica

a. Station entrances pro

surrounding streets an

both. Station entranc

catchment points and

buses, IPTs, pick/drop

Executive Summary


11: DETAILS OF PROPOSED STATIONS

Predominant

Landuse Major Interchange

Public Semi

Public/

Institutional

Proposed CBS Metro on

Mahapalika Marg infront of

BMC Office, Existing Suburban

VT Station and Main Line

Station of CST

Residential/

Institutional

Monorail Station on Rafi

Ahmed Kidwai Marg and

Existing Wadala Suburban

Station for Services of Central

and Western Line

Residential Existing Suburban Kurla station

for Harbor & Central Line’s

services

Residential Lokmanya Tilak Nagar Main

Line Station at about 500m

Residential Monorail Station of Phase I on

Rafi Ahmed Kidwai Marg and

Existing Suburban Harbor Line

Residential Proposed Terminal Station of

Metro Line2B: DN Nagar-

Mankhurd

Residential

Cum

Commercial

Existing Harbour Line and

Trans Harbour line

Residential Existing Harbour Line and

proposed Nerul – Uran Rail

Link at about 1.5km distance

Public / semi

Public and

Residential

Proposed Navi Mumbai Metro

along the existing suburban

station and Existing Harbour

Line

Residential

Proposed Navi Mumbai Metro

on shahid Bhagat Singh Marg

and Existing Harbour Line

Station

Residential

cum Industrial Existing Suburban Station and

Main Line Station of Panvel 18

pical station are as follows:

provide the link between the station concour

ts and their location must reflect the separate co

rances are located with particular reference to

and also cater for inter modal interchange whi

rop by private mode etc.

Page - xii

June, 2016

Station

Dimension

180m x 42.8m

180m x 26m

180m x 26m

180m x 26m

180m x 26m

180m x 26m

180m x 26m

180m x 26m

180m x 26m

180m x 29.44

180m x 38.68m

course and the

e constraints of

e to passenger

which includes


b. Important criteria that

include

• Sizing of Station Pa

• Stipulated Design s

• Emergency Evacua

• Passenger circulatio

• Operational accom

• Electrical and mech

c. Concourse forms the i

all the passenger amen

d. Office accommodation

the non-public areas o

e. The platform level has

both normal operat

(emergency).

f. The length of the platf

train.

g. The width measured f

platform shall be minim

h. The location of DG se

pump houses are pre

wherever possible.

0.5.3 Intermodal Integration a

The criteria followed for

with other modes are as d

• For passengers disper

proposed from the pl

existing Skywalks to ea

• For passenger dispersa

extended across the ro

reach station and red

increasing the road cap

• Pedestrian phase sugge

• For effective interchan

areas of proposed sys

other proposed transit

Executive Summary


that have been applied in the development of Stati

Passenger facilities

ign standards

cuation

lation, comfort, ease of use, safety and security

commodation (Back of House Areas)

echanical plant and Equipment space requirement

he interface between streets and the platform. T

menities are provided.

tion, operational areas and plant room space are

as of the station.

has designed for adequate assembly space for pa

erating conditions and a recognized abnorm

latform is planned to be 180m, which will accomm

ed from track centre to any continuous fixed struc

inimum 5300 mm.

set, Bore Well pump houses, Ground tank and G

preferably proposed to be located in one area

ion and Dispersal Facilities

for facilitating efficient dispersal, circulation and

as discussed:

ispersing from the platforms additional FOBs/ s

platform to ease the dispersal. FOBs are exten

o ease the entry/egress.

ersal from the station premises to adjoining stree

e roads to avoid the crossing of any major junctio

reduce the pedestrian load on the existing ro

capacity.

uggested at signalized intersections

change of passengers FOBs to be directly connec

system with the unpaid area of the existing syst

nsit system (monorail or metro rail).

Page - xiii

June, 2016

Station Planning

ents

. This is where

are provided in

r passengers for

ormal scenario

mmodate 8 car

tructure on the

nd Ground tank

area at ground

and integration

s/ subways are

xtended to the

treets, FOBs are

ction or road to

g road thereby

nnecting unpaid

system and any


• The circulation area o

designed to ensure e

pedestrian and vehicul

• The circulation area to

embarking and disemb

public modes.

• Augmentation of ped

areas, footpaths etc a

vendors/hawkers, On

roads and station road

The conceptual Plans an

Mankhurd and Kharghar h

0.6 SYSTEM DESIGN

0.6.1 Train Operation Plan

The salient features of the

� Running of normal se

midnight) with average

� Make up time of 5-10%

� Scheduled average spe

� Average Travel Time sh

To meet the projected tr

and 8 car rake composi

objective of maintaining t

The traffic capacity and

headways. The headway

in Tables 0.12.

TABLE

Corridor/Section Ite

CSTM-Nerul

Cars/ Train

Headway

(Trains/hr)

Capacity Pr

Executive Summary


ea outside the station has been suggested to

re efficient dispersal of the passengers and min

icular traffic conflict.

a to provide for adequate parking space, designate

embarking for vehicular traffic (pick-drop zones) by

pedestrian facilities through strengthening of roa

tc and easy access from/to the station through r

On-street parking and all encroachments from

oads wherever feasible.

and intermodal integration of three stations n

ar have been discussed in the main Report.

the proposed train operation plan are:

l services for 19 hours of the day (5 AM to 0

rage station dwell time of 30 seconds,

10% (on the tangent track) with 8-12% coasting.

speed for corridor shall be 60 kmph.

e shall be about 48 minutes

d traffic demand, the possibility of running train

position at different headways has been propose

ing the headway as well as optimum utilization of r

and demand have been matched by suitable re

ay and capacity provided for the corridor has bee

BLE 0.12: TRAIN OPERATION PLAN

Items Year

2022 2031

rain 6 6 & 8

ay in Min.

/hr)

4.6 3.5

13 17 (9,8)

y Provided 22828 34620

29172 44228

Page - xiv

June, 2016

to be properly

minimizing the

nated space for

) by private and

f road shoulder

gh relocation of

om the service

ns namely CST,

o 00:00AM i.e.

rains with 6 car

posed with the

of rolling stock.

le regulation of

been indicated

2041

8

3.0

20

47040

60080


Corridor/Section Ite

PHPDT

Nerul- Panvel

Cars/ Train

Headway

(Trains/hr)

Capacity Pr

PHPDT

Nerul-New

Mumbai Airport

Cars/ Train

Headway

(Trains/hr)

Capacity Pr

0.6.2 Rolling Stock Requireme

Based on the traffic dem

given in Tables 0.13.

TABLE 0.13: TOTAL RAKE

Total Rake Requirement

Total Coach Requiremen

0.6.3 Power Supply System

The Power supply syste

composition and train ope

minutes headway for NMI

Broad estimation of auxili

assumptions:-

i) Train operation with

(standing @ 8 passeng

ii) Specific energy consum

iii) Regeneration @30%

iv) 8 car rake composition

passengers/m2)

v) Elevated/at Grade stat

the horizon year.

vi) Depot auxiliary load

horizon year

Executive Summary


Items Year

2022 2031

27204 42424

rain 6 6 & 8

ay in Min.

/hr)

6.0 5.0

10 12(4,8)


22440 33008

16498 23198

rain 6 6

ay in Min.

/hr)

20.0 12.0

3 5


6732 11220

ement

demand, train operation plan and requirement o

AKE REQUIREMENT FOR DIFFERENT HORIZON YEA

2022 2031 20

ent 25 32

ent 150 238 32

system has been conceptualized considering

operation at 3.0 minutes headway for Main corri

NMIA spur.

uxiliary and traction power demand is based on th

ith 8 car rakes with carrying capacity of 3004

engers/ m²).

sumption of rolling stock – 80KWh/1000 GTKM

ition having passenger carrying capacity of 3004 (s

station load – initially 200kW, which will increase t

ad – initially 2000kW, which will increase to 2500

Page - xv

June, 2016

2041

57644

8

4.6

13

30576

39052

29953

8

8.6

7

16464

21028

t of coaches is

YEARS

2041

40

320

ng 8 car rake

corridor and 8.6

n the following

004 passengers

4 (standing @ 8

ase to 300kW in

2500 KW in the


vii) Power factor of load –

The projected power is sum

TABLE 0.14:

Year 20

Traction 30

Auxiliary 5.

Total 35

0.6.4 Sources of Power Supply

Keeping in view the reliab

three Receiving Sub-statio

as auxiliary services from

(Table 0.15).

TABLE

Receiving Sub Station

Wadala Rd (100/25/11k

Mankhurd (100/25/11k

Kharghar (220/25/11kV

0.6.5 Maintenance Depot

The fast corridor on CSTM

cum workshop facility for

would increase to about 3

the traffic demand. All th

the scheduled inspections

unscheduled repairs. The

maintenance needs of the

0.7 ENVIRONMENTAL AND

0.7.1 Environmental Impact A

The EIA provides a desc

associated with the prop

various phases of proje

environment which compr

economic issues, Archae

Executive Summary


– 0.9 & Transmission losses @5%

s summarized in Table 0.14.

: POWER DEMAND ESTIMATION (MVA)

2022 2031 2041

30.77 46.42 61.95

5.13 6.13 7.12

35.90 52.55 69.07

pply

eliability requirements and considering the comple

tations are proposed to avail power supply for trac

rom the following grid sub-stations at 100kV /220

BLE 0.15: POWER SUPPLY SOURCES

ion RSS Source of Power Supply

/11kV) By 100 KV cable from Carnac /Dharavi Recei

Station of TPCL

/11kV) By 100 KV cable from Mankhurd

Receiving Sub Station of TPCL

1kV) By 110 kv or 220 KV cable from the

Grid of MSEDCL

STM- Panvel Harbour Line would require a dedic

for the maintenance of the rakes. The total co

ut 320 i.e. 40 Rakes of 8 car in the horizon year 20

ll the rakes will be serviced at main Depot cum w

ions, major schedules viz Periodical overhaul (POH

The maintenance depot cum workshop facility t

the rakes is proposed at Kharghar.

AND SOCIAL IMPACT ASSESSMENT

ct Assessment

escription of the direct and indirect environme

roposed fast corridor on CSTM- Panvel Harbour

project cycle. The assessment covers natural

mprise Water Quality, Air Quality, Soils, Noise, Eco

chaeological /historical monuments etc. The

Page - xvi

June, 2016

mplete corridor,

traction as well

220 kV voltage

eceiving

edicated Depot

l coach holding

ar 2041 to meet

m workshop for

POH) and major

ity to meet the

nmental effects

our Line during

ural and built

, Ecology, Socio-

he information


presented in this section

the alignment proposed

certain locations: CSTM

Chunabhatti to Tilak Nagar

The major features of the

have been presented in th

0.7.2 Social Impact Assessmen

Inventory and quantity

land/property affected b

alignment drawing and

stakeholders shall be held

be prepared and RAP c

additional benefits that

Maharashtra.

0.8 COST ESTIMATES AND

0.8.1 Capital Cost

Cost estimate for fast cor

been prepared covering

rolling stock, environment

In order to arrive at realis

basis of recently awarded

DMRC Ph-IV, Mumbai Me

Harbour Line and other

escalation factor has been

The abstract of capital cos

and NMIA spur is given in

TABLE 0

S.

No.

1 Land

2 Alignment and Formation

3 Station Buildings incl. Civil wo

4 Depot including civil, EM, M&

5 P-Way for main line, depot an

6 Traction & power supply

7 Signaling and Telecom.

8 R & R incl. Hutments etc.

Executive Summary


ion is based on field surveys and monitoring in ye

sed at that time. Now the alignment has been

STM-Wadi Bandar, Reay Road, Sewri to Wad

agar, Mankhurd, Vashi to Belapur and Panvel Statio

the EIA as in year 2012 with relevance to the revise

n the main Report.

sment

tity and type (Government or private own

d by the current alignment is to be confirmed

and site. Consultations with affected people

held. Sample interviews shall be conducted. The R&

P cost estimated based on RFCTLARR Act 201

that may be considered by Client and Gove

ND FINANCIALS

corridor on CSTM- Panvel Harbour Line and NM

ing civil, electrical, signaling and telecommunicat

ental protection, rehabilitation, etc. at June’ 2016

ealistic cost of various items, costs have been asse

rded rates of Lucknow Metro and DMRC Phase

i Metro Line-4, earlier DPR of Fast Corridor on CS

her similar Metro’s has also been considered

een applied to bring these costs to June’ 2016 price

l cost estimate of fast corridor on CSTM- Panvel

n in Table 0.16.

0.16: ABSTRACT OF COST ESTIMATE

Item CSTM - PNVL

Amount

(Rs. in Crore)

466.30

2618.18

il works, EM works, Lift, escalators etc 650.76

M&P, general works 274.78

t and depot connectivity 455.29

734.34

978.81

85.00

Page - xvii

June, 2016

in year 2012 for

een changed in

Wadala, Kurla,

tation.

vised alignment

ownership) of

rmed based on

ple and other

e R&R Plan shall

2013 and any

Government of

NMIA spur has

ications works,

016 price level.

assessed on the

ase-3. DPRs of

n CSTM – PNVL

and suitable

price level.

Harbour Line

NVL

re)

NMIA Spur

Amount

(Rs. in Crore)

101.80

367.08

65.07

0.00

58.37

69.36

116.50

0.00


S.

No.

9

Misc. Utilities, road works, T

Investigation, Barricading, Tr

civil works such as signage

traffic management

10 Capital Expenditure on Inter m

11 Capital Expenditure on Securi

12 O&M Infrastructural Works

13 Total of all items except Land

14 General Charges incl. Design

land

15 Total of all items including G.

16 Rolling Stock (3.20m wide)

17 Total of all items including G.

18 Contingencies @ 3 %on all ite

Gross Total including Contingencies

Gross Total including Contingencies

Insurance 0.6% of Capital cost exclu

Gross Total including Insurance, Co

Service Tax @15.0% on 20% of tota

Taxes & Duties

Gross Total including Taxes & Dutie

0.8.2 O&M Estimate

The total O&M cost for fas

2031 and 2041 is estimat

respectively.

The total O&M cost for N

Rs. 94 Crore, Rs. 182 Crore

0.8.3 Additional Investment

The total additional invest

take care of the increase

including the NMIA spur w

in Year 2042.

0.8.4 Replacement Cost

The replacement costs are

of equipments due to we

CSTM- Panvel Harbour Li

Crore in the year 2042.

Executive Summary


Item CSTM - PNVL

Amount

(Rs. in Crore)

ks, Topographic Surveys, Geotechnical

g, Tree Cutting and replanting, other

age's, Environmental protection and 418.50

ter modal integration 118.34

curity 18.02

212.03

and 6564.04

sign charges @ 7% on all items except 459.48

g G. Charges 7023.52

1462.80

g G. Charges and Rolling Stock 8486.32

ll items except land 254.59

ncies (excluding Land Cost) 8740.91

ncies (including Land Cost) 9207.21

excluding land 39.38

, Contingencies and Land 9247.00

total cost except land 262.23

1398.00

uties 10907.23

fast corridor on CSTM- Panvel Harbour Line in the

imated at Rs. 590 Crore, Rs. 1254 Crore and Rs.

r NMIA Spur in the year 2022, 2031 and 2041 is e

rore and Rs. 437 Crore respectively.

nt

vestment for additional Rolling Stock and related eq

eased traffic for fast corridor on CSTM- Panvel

ur will be Rs. 1281 Crore in the Year 2032 and Rs.

s are provided for meeting the cost on account of r

wear and tear. The replacement cost for fast

r Line including the NMIA spur is estimated to b

Page - xviii

June, 2016

NVL

re)

NMIA Spur

Amount

(Rs. in Crore)

54.41

15.80

2.41

14.82

763.80

53.47

817.26

127.20

944.46

28.33

972.80

1074.60

5.35

1080.00

28.33

152.00

1260.33

n the year 2022,

Rs. 2626 Crore

is estimated at

d equipment to

Harbour Line

Rs. 1455 Crore

of replacement

fast corridor on

to be Rs. 4119


0.8.5 Economic Analysis

The economic appraisal h

Cost –Benefit Analysis Tec

and involves comparison o

“with” and “without” proje

The EIRR in economic term

Harbour Line including th

cost overrun and 10% re

carried out. The EIRRs und

TABLE 0

Basic EIRR

With increase in cost by 1

With decrease in traffic b

With increase in cost by 1

0.8.6 Financial Analysis

The Construction cost of

2016 prices is estimated a

Crore. The Central and Sta

tax amount to Rs. 1841 Cr

be Rs 12168 Crore.

With escalation factor of 5

and taxes is estimated to b

and construction work by

The project FIRR based on

and taxes for the combine

The project FIRR based on

including land and taxes f

be (-)ve.

Executive Summary


al has been carried out within the broad framewo

Technique. It is based on the incremental costs a

on of project costs and benefits in economic term

project scenario.

terms works out to 19.96 % for fast corridor on CS

the NMIA spur. A sensitivity analysis of the EIR

% reduction in traffic materialization (separately

under these scenarios are given in Table 0.17.

0.17: EIRR – SENSITIVITY ANALYSIS

Sensitivity Parameter EIRR (%)

19.96

by 10% 18.62

fic by 10% 19.24

by 10% & decline in traffic by 10% 17.93

of main corridor and NMIA spur including land c

ed at Rs. 10327 Crore. The cost of land is estimate

State taxes and duties (Customs, Excise and VAT)

Crore. The total cost including land and taxes is e

of 5 % p.a., the Completion Cost of the project in

to be Rs. 14,561 Crore. It is proposed to start land

by 2017 and commission the system by Year 2022.

d on MCA fare structure with the project costs in

bined main corridor and the spur works out to be

on Mumbai Metro Line-3 fare structure with the p

es for the combined main corridor and the spur

Page - xix

June, 2016

ework of Social

sts and benefits

terms under the

CSTM- Panvel

EIRR with 10%

ately) has been

(%)

.96

.62

.24

.93

nd cost at June’

ated at Rs. 568

AT) and service

s is estimated to

t including land

land acquisition

022.

including land

4.75%.

he project costs

works out to


0.8.7 Way Forward

• MRVC plans to implement

NMIA spur in next 6 year

the project is expected to

• To implement the Project

activities are taken in para

� Acquisition of land bo

facilities and depot

� Major bridge across Va

� Traffic Diversion Plann

connecting roads in

integration

� Shifting/ relocating und

� Environmental Clearan

� Rehabilitation & Reset

• The proposed date of co

0.18.

TABLE 0.

Sr. No.

1 Submission of DPR

2 Approval of DPR b

3 Appointment of In

4 Detailed Design Co

5 Appointment of G

6 Bidding and Finaliz

7 Revenue Operatio

• Legal Framework

Legal cover to the propos

acquisitions, operations an

1989 and Railways (Amen

Executive Summary


ent the Fast Corridor on CSTM - PNVL Harbour lin

years i.e. by 2022 – through government funding

to be shared by Central and State Governments.

ject in a short period, it is necessary that actions

parallel. The major activities will include:

both temporary and permanent for ROW, station

s Vashi Creek and Panvel Creek

lanning and suitable modifications and improvem

in order to ensure adequate connectivity and

underground/ over ground utilities

arances (including CRZ)

esettlement

commissioning with important milestones is giv

.18: PROJECT IMPLEMENTATION SCHEDULE

Tasks Completi

DPR June, 2

PR by IR and State Govt. Decembe

Interim Consultant Decembe

n Consultancy March,

of General Consultants June, 2

inalization of civil work tenders June, 2

ation April,

posed corridor while construction, securing permi

s and maintenance etc. may be taken under the R

mendment) Act, 2008.

Page - xx

June, 2016

ur line including

ing. The cost of

ons on all major

ations, dispersal

vements in the

and intermodal

given in Table

letion Date

, 2016

mber, 2016

mber, 2016

rch, 2017

ne, 2017

ne, 2017

ril, 2022

ermissions, land

Railways Act,

FOR FAST CORRIDOR ON CSTM PANVEL - Mumbai Railway Vikas...

Documents

Transcript of FOR FAST CORRIDOR ON CSTM PANVEL - Mumbai Railway Vikas...