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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
Detailed Project Report for Fast Corridor on CS
FIGURE 0.1: PROPOSED
Executive Summary
n CSTM – PNVL Harbour Line
ED FAST CORRIDOR ON CSTM – PANVEL HABOUR L
Page - ii
June, 2016
UR LINE
Detailed Project Report for Fast Corridor on CS
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
n CSTM – PNVL Harbour Line
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
Detailed Project Report for Fast Corridor on CS
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
n CSTM – PNVL Harbour Line
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
Detailed Project Report for Fast Corridor on CS
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
n CSTM – PNVL Harbour Line
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
Detailed Project Report for Fast Corridor on CS
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
n CSTM – PNVL Harbour Line
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
Detailed Project Report for Fast Corridor on CS
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
n CSTM – PNVL Harbour Line
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%
Detailed Project Report for Fast Corridor on CS
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
n CSTM – PNVL Harbour Line
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
Detailed Project Report for Fast Corridor on CS
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
n CSTM – PNVL Harbour Line
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
Detailed Project Report for Fast Corridor on CS
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
n CSTM – PNVL Harbour Line
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
Detailed Project Report for Fast Corridor on CS
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
n CSTM – PNVL Harbour Line
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
Detailed Project Report for Fast Corridor on CS
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
n CSTM – PNVL Harbour Line
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
Detailed Project Report for Fast Corridor on CS
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
n CSTM – PNVL Harbour Line
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
Detailed Project Report for Fast Corridor on CS
• 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
n CSTM – PNVL Harbour Line
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
Detailed Project Report for Fast Corridor on CS
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
n CSTM – PNVL Harbour Line
Items Year
2022 2031
27204 42424
rain 6 6 & 8
ay in Min.
/hr)
6.0 5.0
10 12(4,8)
y Provided 17560 25840
22440 33008
16498 23198
rain 6 6
ay in Min.
/hr)
20.0 12.0
3 5
y Provided 5268 8780
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
Detailed Project Report for Fast Corridor on CS
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
n CSTM – PNVL Harbour Line
– 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
Detailed Project Report for Fast Corridor on CS
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
n CSTM – PNVL Harbour Line
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
Detailed Project Report for Fast Corridor on CS
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
n CSTM – PNVL Harbour Line
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
Detailed Project Report for Fast Corridor on CS
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
n CSTM – PNVL Harbour Line
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
Detailed Project Report for Fast Corridor on CS
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
n CSTM – PNVL Harbour Line
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,