T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

SURATTrans-Vision 2030

A Proposal Under JnNURM, Ministry of Urban Development, Govt.ofIndia

An Initiative ofSurat Municipal Corporation

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Just not bus and road,Itencompasses..

Urban RenewalCreate mobility optionsQuality InfrastructureEducation and enforcementTraffic disciplineWork culture (Training & recruitment) Development of accessory facilities

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

BRT Planning1. Network selection

2. Operations

3. Roadway & Infrastructure Design

4. Pavement Design

5. Project Costs & Funding

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

1. BRT PlanningNetwork selection

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Corridor Assessment Traffic Generators/ Destinations Socio- Economic Factors Travel Demand Factors affecting BRTS implementation: Critical Consideration:

Post Improvement Service Quality (perceived) -Different User Groups

Nobody should be facing worsening situation Existing Private Vehicle users Must at least receive

same level of service. Preferably improved level of service

Mass transit Users Must receive substantially improve quality of service

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Potential corridors

Proposed BRT routes (p

Proposed BRT routes (o

5

Potential corridors

1

3

3

2

5

1

8

874 4 6

6

7

AnuvratDwar

Savji Korat Jn.

Amroli

Dumas Resort

Sachin

Airport

Surat Bardoli road

Varach

charoad

Rander road

Pal Jkaatnaka

Surat-D

umas

Surat Navsari road

Canal R

oad

Kata

rgaa

mAm

roli r

oad

Ring road9

92

1010

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Corridors assessmentTravel demand

(* Existing traffic is low due to missing river bridge on corridor 8)

2188131636412816884Hazira road10

2193811699418406136Surat Dumas road9

15365362214383846*Gujarat gas circle to Anuvrat dwar8

17613562120774563Rander road7

324609167781156314540Katargaam Amroli road6

454825451571963712592Surat Bardoli road5

5136126933542237832372Ring road4

51126726405045980116092Varachcha road3

6126324817715405394458Dumas resort Punajakatnaka2

5103227692005483058592Surat Navsari1

Potential BRTBus/ IPT tripsCycle trips

Existing traffic

WeightageDemand

CorridorNo

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Corridor Demand

TRANSIT VOLUMES

07-06-11 01:16MODULE: 6.22CEPTUNIV....kp

EMME/2 PROJECT: UTP MODEL FOR AHMEDABAD IPTS PROJECTSCENARIO : 2000 Year 2000-base year model

WINDOW: 91247/ -15779113441/866.513

LINKS: type=2

TRANSIT LINES:r1 r11 r12 r2r3 r4r5 r6r7 r8r9

50000

40000

30000

20000

10000

SCALE: 4000

30881

1505420213

1844

50543

53338

1731617730

11189

35157

18434 2

5243

19879

2689

9786

54811

14099

4017

16963

18418

8859

14534

13750

1887

2579

10511

15923

11833

15788

54607 113

88

13502

24443

8892

15920

10209

19986

17669

25522 16406

2917120528

1644574224

64858

23653

20534

1546821960

19487

7844

19662

44531

71962

30848

41010

41325

36723

22919

9294 37

008

17728

379322

1490

23006

10294

16591

14183

16839

16640

18518

15532

22695

145491991

3 10262

18038

16736

16802

6526

25820

38426

5629

13230

10267

18664

14993

24984 18081

14448

19849

9334

8677

4673

24852

63903

20483

20949 14819

53814

58648

17011

Demand on existing road (without canal road) Demand on existing road (with canal road)

BRT Demand

details

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Regional Bus Movement Bicycle Movement

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Total Private Vehicle Volume Daily Passenger Volume

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Fatal Accidents 2004 (171)

Fatal Accidents 2005 (230)

Fatal Accidents 2006 (262)

Fatality Accidents (2004, 2005, 2006)Regional Goods vehicles Movement

5001000

1500

2000

2500

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Desire lines for IPTS Trips Desire lines for Private Vehicle Trips

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

BRT Phasing

Phase 1:1 Surat-Navsari road 2 Dumas resort-Canal road-SarthanaJakaatnaka

Phase 2:3 Varachha road4 Walled city ring road5 Surat Bardoli road6 - Katargam Darwaja to Amroli7 Rander road 8 - Gujarat gas circle to Anuvrat dwar 9 Hazira road

Proposed BRT routes (ph

Proposed BRT routes (oth

5

Phase 1Phase 2Phase 3

1

3

3

2

5

8

874 4 6

6

7

AnuvratDwar

Savji Korat Jn.

Amroli

Dumas Resort

Sachin

Airport

Surat Bardoli road

Rander road

Pal Jakaatnaka

Surat-D

umas

Surat Navsari road

Canal R

oad

Kata

rgaa

mAm

roli r

oad

Ring road9

92

1010

1

Varach

charoad

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Hazira

Apparel Park

Gems & jewelry park

Diamond industry/ markets

PandesaraGIDC

Sachin GIDC

Textile Markets

South Guj. University/ Agriculture Uni./ SVNIT

Public institutions

Surat Rly. stn

Udhna Rlystn.

Airport

Landuse - Population - Activity centres

Bhestan Rly. Stn.

Sachin Rly. Stn.

Utran Rly. Stn.

Udhna GSRTC terminal

Adajan GSRTC terminal

UdhnaGIDC

SURAT Railway Station

Diamond & Textile markets

Industrial estates

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

BRT Network

Air port

Hazira

SarthanaJakaatnaka

Sachin GIDC

Surat Rly Stn.

Dumas resort

South Guj. University

Pal Jakaatnaka

Surat-D

umas

Ring road

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Possible Solutions Bus and NMV only Lanes on Roads below 18 M Row

A Bus Only street in Bogota

Access to Inner city

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

BRT PlanningOperations

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Cross route concept

Trunk & Branch BRT concept

Trunk

Feeder

Trunk & Feeder concept

Phased Expansion of Surat BRT System

Cross-route Concept Major Movements along few corridors There are two corridors (3 routes) on which the system is running. Connecting the main CBD areas, universities, other activity areas in cities Expandable along the corridors (Radial connections)

To be converted into Trunk & Feeder Concept at completion of phase -2

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Ridership estimation and Fleet Requirement

Year Ridership/lakh day

Fleet Requirement

Range

Buses

2010 1.9 125-140

2016 4.1 250-300

2021 6.1 350-400

Initially 2 Operators. Finally 4 to 5 operators

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

BUS SPECIFICATION

12 meter long Low Floor Buses 90 capacity; 32-36 seating Automatic transmission Seats reserved for the disabled, elderly,

and pregnant Fuel CNG, EURO-III Compliant 20 to 30% Ac

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Proposed Terminal Locations (3)

1.Sarthana Jakaatnaka-9500 sq. mts.

2.Kharwarnagar CNG circle-10,000 sq. mts.

3.Anuvrat Dwar 40,000 sq. mts.

Kharwarnagar CNG circle will also act as an interchange point

Facilities:Transfer stationsTicketing system/ countersOperations Control centersParking for private vehicles (cycles, 2wheelers, 4wheelers)Off Peak hour Bus ParkingCommercial set-up

Proposed BRT routes (phas

Proposed BRT routes (othe

1

Proposed Terminal locations

2

3

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Rail to City Bus/BRT:1. Surat Railway Station

City Bus to BRT: 2. Udhna Darwaja3.Anuvrat Dwar4. Varachcha water works 5. Dumas resort6. Aai mata Jn(Puna Jakaatnaka)

BRT to BRT: 7. Kharwarnagar CNG circle

Regional Bus to BRT: 8. Delhi Darwaja9. Udhna GSRTC Bus stop 10. Adajan Patia

Interchange Locations (9)

Facilities:Transfer stationsTicketing system - countersControl Systems( turn stiles)Control Cabin SURAT EXISTING / PROPOSED ROAD NETWORK

Proposed BRT routes (ph

Proposed BRT routes (ot

Interchange station (Rail to Bus/BRT)

Interchange station (City Bus to BRT)

Interchange station (Regional Bus to BRT)

1

2

3

4

7

9

810

Interchange station (BRT to BRT)

AnuvratDwar

Savji Korat Jn.

Amroli

Dumas Resort

Sachin

Airport

Surat Bardoli road

Varach

charoad

Rander road

Pal Jkaatnaka

Surat-D

umas

Surat Navsari road

Canal R

oad

Kata

rgaa

mAm

roli r

oad

Ring road

5

6

Sachin GIDC naaka

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Transit Line diagram

SURAT RAILWAY STATION

DELHI DARWAJA

SAHARA DARWAJA

UDHNA DARWAJA

TEXTILE MARKET

KAMELA DARWAJA

MAA

N D

AR

WAJA

JEEVAN JYOT CINEMA

UDHNA TEEN DARWAJA

UDHNA GSRTC

HARINAGAR SOCIETY

BRC GATE JUNCTION

DAKSHESHWAR TEMPLE

BHEDWAD DARGAAH

PANDESARA GIDC

NAVIN FLUORINE INDUSTRIES

UNN PATIA

SACHIN GIDC NAAKA

NEW

CITY

LIGH

T

AN

UVR

AT DW

AR

RUNDH

DUMAS RESORT

UN

IVER

SITY W

EST

UN

IVER

SITY EA

ST

CE

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SOC

IAL STU

DIES

RU

PALI N

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AR

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ATA

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OA

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AM

BED

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NAG

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AN

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AR

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ATE

NA

RO

AD

JUN

CTIO

N

PR

ABH

AT PATIA

PU

NA K

HA

MB

HA

RIA

VARACHHA WATER WORKS

SAVITA PARK SOCIETY

SAR

THAN

A JAKATN

AKA

SA

VJI K

OR

AT B

RID

GE

JUN

CTIO

N

SACHIN GIDC

KIN

NA

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JUN

CTIO

N

UDHNA RAILWAY STATION

BHESTAN RAILWAY STATION

UTRAN RAILWAY STATION

BHESTAN VILLAGE CHAR RASTA

BHAGVATI INDUSTRIAL ESTATE

KAAMNATH MAHADEV JUNCTION

BHESTAN RLY. STN. CHAR RASTA

ADAJAN GSRTC

SUBHASH BAUG CIRCLE

ATHWA GATE

MA

JUR

A GA

TE

R.T.O

. JUN

CTIO

NPARLE POINT

KHARWARNAGAR C.N.G. CIRCLE

BRT SEGREGATED CORRIDOR PHASE 1

BRT MIXED

CITY BUS SERVICE

REGIONAL RAILWAY

BRT- CITY BUS TRANSFER

BRT- BRT TRANSFER

CITY BUS - CITY BUS TRANSFER

BRT - REGIONAL RAIL TRANSFER

TAPI RIVER

HAZIRA

JAHANGIR PURA

TO AIRPORT

50 Bus Stops

600 meter spacing

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Modularity for easy expansion and relocation Passenger holding area based on Boarding-

Alighting demand Electronic Passenger Information System Modular access control units that allow addition

of Off-board ticketing Safety Accessible to disabled Sufficient Advertising space- for additional

revenue generation Climate responsive 24 Mts & 50 Mts

Bus Shelter Design

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Route structure

Dumas resort

Surat rly. Stn.

SarthanaJakaatnaka

SachinGIDC naaka

Udhnadarwaja

1. Surat Rly. Station-Udhna Darwaja-Sachin GIDC naaka

2. SarthanaJakaatnaka- Aai mataJn- Kharwarnagar Jn-Sachin GIDC naaka

3. Dumas resort Anuvrat Dwar Kharwarnagar Jn- Aaimata Jn -SarthanaJakaatnaka

4. Dumas resort Anuvrat Dwar Kharwarnagar Jn Udhna Darwaja Surat Railway Station

Route 4

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Bus route rationalisation11 Routes

36 buses

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

ITS Applications- Components

Operations Control

Fare Collection

Passenger Information System

Traffic Signaling / ATC

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

GPS/ GPRS module with two way voice and data communication

Passenger Information System in Bus

Passenger Information System in BRT Stops and terminals

AUTOMATIC VEHICLE TRACKING & OPERATIONS CONTROL

PASSENGER INFORMATION SYSTEM

Operations Control Center

BUS OPERATOR DEPOT

ITS Components Operations Control & Passenger Information system

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

ITSControl Centre- Software for Fare Collection, Veh. Prioritization, Passenger Info System,

Operations Management Systems, Vehicle Dispatch System

Bus Stations- Display with GSM, Smartcard ticketing terminal, Network elements, Proximity

Sensors, Counters, Turnstiles

Terminals- All elements of Bus station (3-4 times) + Ticketing TerminalsBus- All elements of Bus station + 5 users per terminalsTraffic Control- Area Traffic Control System

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

BRTS fare collectionDatacenter

Off Board ticketingOn Board E-Ticketing(BRTS and City BusConductors)

Pass issuing center (at Terminals)

Mobile Inspectors

Comm. Link

Comm. Link

Cash collection Centers (at Terminals)

Ticket Sale and Validation

Cash Collection & Pass Issuing Centre

ITS Components Fare Collection System

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Fare Collection Distance based

Works well when trip length varies over a wide range

Works well with open and closed systems

Paper tickets as well as smart cards with on board ticketing

Onboard & Off-board Staff for BRT station Monitoring

+ Conductor on board Paper Ticket

Low Investment (~ 5 paise/ticket)

Useful in short trips with low fare value and single trip tickets

Flat Fare Works well when lower trip

length variation Works well with closed systems Paper tickets as well as smart

cards with on board ticketing

Off-board No Conductor on board may

required Smart card

High Initial Investment (60 Rs. Per card approx.)-

Less no of single journey travelers

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Ticketing systemClosed System

Flat fare

Smart Card Plus Paper Ticket (Initially)

Off board Ticketing is envisaged.

Integration Free transfers at Interchange stations

(City bus+BRTS)

Movement from one route to another is permitted

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

BRT PlanningRoadway and infrastructure design

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

SERVICE LANE CYCLETRACK

SEPARATOR

CARRIAGE WAY SEPARATOR BUS LANE MEDIAN BUS LANE SEPARATOR SERVICE LANECYCLETRACK

CROSS SECTION FOR 60M ROW

ACTIVITY AREA/PEDESTRIANPATH/DRAIN/ PARKING

SEPARATOR

CARRIAGE WAY

60000

CL OF ROAD

ACTIVITY AREA/PEDESTRIANPATH/DRAIN/ PARKING

1000 5250 2000 9000500

3500 30007000 3500500

9000 250 2000 5250 7000 1000

FOOTPATHFOOTPATH

250

UTILITYUTILITY

Cross sections Phase I - Corridor 1: Surat Navsari road (9.0 kms.)Typical 60 m Cross section

3.0 m Central Median3.5 m BRT Lane0.5 m Separator9.0 m Carriageway0.25 m Separator 2.0 m Cycle track5.25 m Activity Area/ Parking/ Pedestrian pathway7.0 m Service Lane1.00 m Footpath/ Street edge

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

CL OF ROAD

3500 500 7250 250 2000 1750 2000 3000350050072502502000175020003000 750750

PARKING +ACTIVITY AREA

SERVICE LANE CYCLE TRACK CARRIAGE WAY BUS LANE BUS LANE CARRIAGE WAY CYCLE TRACK PARKING + ACTIVITY AREA

SERVICE LANEMEDIAN

FOOTPATHFOOTPATH

UTILITYUTILITY

SEPARATOR SEPARATOR

3000

CROSS SECTION 45M RoW

45000

Cross sections Phase I - Corridor 1: Surat Navsari road (1.2 kms.)Typical 45 m Cross section

3.0 m Central Median3.5 m BRT Lane0.5 m Separator7.25 m Carriageway0.25 m Separator 2.0 m Cycle track3.75 m Activity Area/ Parking/ Pedestrian pathway3.0 m Service Lane0.75 m Footpath/ Street edge

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Intersection treatmentTypical 45 m Junction

SERVICE LANE

CYCLE TRACK

BRT LANE

CARRIAGE WAY

BRT LANE

CARRIAGE WAY

CYCLE TRACK

SERVICE LANE

SERVICE LANE

CYCLE TRACK

BRT LANE

CARRIAGE WAY

BRT LANE

CARRIAGE WAY

CYCLE TRACK

SERVICE LANE

CARRIAGE WAY

Provision of overtaking lanes at bus stops

Additional lane provided at junctions for mixed traffic

Service lane merges with main carriageway 30m before junction

Cycle lane merges with mixed traffic 40m before junction

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Flyover Integration Surat Railway Station to Udhna Darwaja(Walled city ring road) Option 01

RING ROAD BELOW UDHNA DARWAZA FLYOVER

2.0000 16.7500 3.5000 3.50000.5000

11.0000 2.000015.0000

SECTION UNDER FLYOVER WITH MEDIANSIDE BUS LANES

5.5000

BRT LANE BRT BUS STATION

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Canal Road

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

13000 (Varying) 4500 3500 500 25007500 250 2750 2000

500

3500 45002500 75002750 250

CYCLE TRACKSERVICE LANE

CARRIAGEWAYPARKING

PEDESTRIAN

BRT LANE BUS STANDACTIVITY AREA

EXISTING CANAL CARRIAGEWAYBUS STANDACTIVITY AREA

BRT LANE

PEDESTRIAN

PARKING CYCLE TRACKSERVICE LANE

PROPOSED CROSS SECTION FOR 60 M. WIDE CANAL ROAD

2000

CL

SEPARATOR SEPARATOR

60000

6.5 m Existing Canal4.5 m Bus Stations/ Activity area3.5 m BRT Lane0.5 m Separator7.5 m Carriageway2.5 m Parking0.25 m Separator 2.75 m Cycle track/ Service Lane2.0 m Street edge

PROPOSED CROSS SECTION FOR 45 M. WIDE CANAL ROAD

CARRIAGEWAY BRT LANE BUS STAND AND

ACTIVITY AREA

13000 (Varying)3000350050075001500 3000 3500 500 7500 1500

45000

CARRIAGEWAYBRT LANE BUS STAND AND

ACTIVITY AREA

EXISTING CANAL

CL

SEPARATOR SEPARATOR

Typical 60 m Cross section on Canal roadProposed Cross sections

Typical 45 m Cross section on Canal road 6.5 m Existing Canal3.0 m Bus Stations/ Activity area3.5 m BRT Lane0.5 m Separator7.5 m Carriageway1.5 m Street edge

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

View of canal road design

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

View of canal road design

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Carriageway

Carriageway

Bus lanes

Bus lanes

Bus stop

Access to Bus stops

CYCLE TRACK

SERVICE LANE

BUS LANE

BUS LANE

CARRIAGE WAY

SERVICE LANE

CYCLE TRACK

CARRIAGE WAY

Bus lane

Carriage way

Service lane

Carriage way

Bus lane

Service lane

Through zebra crossings at grade

Subways provided at locations with high pedestrian crossings

Separate signal phasing given for pedestrians

Free left turns disallowed for mixed traffic

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

SUBWAYSUBWAY

SERVICE LANE

FOOTPATH CARRIAGE WAY BUS WAY BRT MEDIAN BUS WAY CARRIAGE WAY SERVICE LANE

FOOTPATH

1.00 5.25 3.50 9.00 3.50 5.00 3.50 9.00 3.50 5.25 1.00

60.00

DL-5C 2921

dn

dn

dn

dn

dn

dn dn

dn

15.

253.

59

3.5

3.5

17

5.25

20.

259

0.5

3.5

33.

50.

59

0.25 2

5.25

71

17

5.25

20.

259

0.5

3.5

33.

50.

59

0.25 2

5.25

71

57

3.5

93.

55.

251

Subway design

Subways for bus stop access will be provided at major intersections

Five locations have been identified in phase 1

Bus lanes and bus stop at grade

Carriageway elevated by 1.75 m and pedestrian subway at 1.5 m lvl

Distance between two stations will be 25m

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Subway design

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Activity areasSitting area/ kiosks

Hawkers area

Development 3.0-5.0 m wide Pedestrian Activity area Pedestrian pathways Kiosks Sitting area Landscape Parking

The design of the activity area will vary, considering the activity pattern and requirements depending on the varying landuse along the stretch.

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Proposed Utilities

SERVICE LANE CYCLETRACK

SEPARATOR

ACTIVITY AREA/PEDESTRIANPATH/DRAIN/ PARKING

1000 5250 20007000

FOOTPATH

250

UTILITY

3.0 m Central Median3.5 m BRT Lane0.5 m Separator7.25 m Carriageway0.25 m Separator 2.0 m Cycle track5.25 m Activity Area/ Parking/ Pedestrian pathway 7.0 m Service Lane1.0 m Footpath/ Street edge

The proposed storm water drain is located below the Activity area

The Sewerage, Water supply and other Utility lines are located below the service lane

The remaining OFC and other distribution cables are located below the 1.0 m wide footpath edge

Water supplyDrainage

Gas/OFC/ Electrical cables

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

13000 5000 3500 1000 22508000 250 3000 5001000 3500 50002250 80003000 250

CYCLE TRACKSERVICE LANE

CARRIAGEWAYPARKING

PEDESTRIAN

BRT LANE BUS STANDACTIVITY AREA EXISTING CANAL

CARRIAGEWAYBUS STANDACTIVITY AREA

BRT LANEPEDESTRIAN

PARKINGCYCLE TRACKSERVICE LANE

PROPOSED CROSS SECTION FOR 60 M. WIDE CANAL ROAD AT THE BUS STATION LOCATION (MEDIAN BUS LANES) WITH BUS DOOR OPENINGS ON RIGHT SIDE

500

POLE HEIGHT = 13MTR. ( 11 MTR. ABOVE THE GROUND ) , POLE TO POLE DISTANCE = 30 MTR., FITTING TYPE = 400/250 WATT HPSV, FITTING TYPE = 150 WATT HPSV. ( 9 MTR. ABOVE THE GROUND )

Proposed Street Lighting

5003600 5000 2500

2507500

5004000 30005500 3500

5007750

2502750 5000 3500 5500 500

SERVICE LANE PARKING CYCLETRACK

SEPARATOR

CARRIAGE WAY

MEDIAN

BUS LANE MEDIAN BUS LANE

MEDIAN

PARKING SERVICE LANECYCLETRACK

ACTIVITY AREAPEDESTRIANPATH/DRAIN

SEPARATOR

CARRIAGE WAYACTIVITY AREAPEDESTRIANPATH/DRAIN

59961

12000 18000 18000 12000

2000

1500

105

2000

105

9000

2000

1500

2000

105

9000

POLE HEIGHT = 13MTR. ( 11 MTR. ABOVE THE GROUND ) , POLE TO POLE DISTANCE = 30 MTR., FITTING TYPE = 400/250 WATT HPSV

FITTING TYPE = 250 WATT HPSV. ( 9 MTR. ABOVE THE GROUND )

Canal Road

Surat Navsari Road

Design Criterias:

Uniformity of street Ilumination Maintenance Free Maximum pole to pole distance Prevention of Light Ingress in Water to prevent water component pollution due to artificial light ( Lighting on bridge, Near Canal )

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

BRT PlanningPavement design

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Pavement Design Selection of Pavement Type

High Rainfalll1000 mm to 2000 mm. Flood prone Black cotton soil with inherent poor CBR values.

Cross sectional element Type of Pavement

BRTS Lane Concrete

Mix Traffic Lanes Concrete/Bituminous

Cycle Track Bituminous

Service Road Bituminous

Parking Paver Block

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

ROW 60m

Length 6.0km

Existing BT 13m

Existing CC 21.5m

Proposed C/s Type 2Proposed cc 9.5 m(both sides)

Proposed BT 14.0 m(both sides)

ROW 60m

Length 2.8km

Existing BT 24m

Existing CC 0.0m

Proposed C/s Type 2Proposed CC 31.5 m(both sides)

Proposed BT 14.0 m(both sides)

SERVICE LANE CYCLETRACK

SEPARATOR

CARRIAGE WAY SEPARATOR BUS LANE MEDIAN BUS LANE SEPARATOR SERVICE LANECYCLETRACK

CROSS SECTION FOR 60M ROW

ACTIVITY AREA/PEDESTRIANPATH/DRAIN/ PARKING

SEPARATOR

CARRIAGE WAY

60000

CL OF ROAD

ACTIVITY AREA/PEDESTRIANPATH/DRAIN/ PARKING

1000 5250 2000 9000500

3500 30007000 3500500

9000 250 2000 5250 7000 1000

FOOTPATHFOOTPATH

250

UTILITYUTILITY

Type 2: 60 m cross sectionRigid Pavement Flexible

Pavement

Corridor-I Surat Navsari road (10.2 km) Udhna

Darwaja

SachinGIDC

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E SPROPOSED CROSS SECTION FOR 45 M. WIDE CANAL ROAD

CARRIAGEWAY BRT LANE BUS STAND AND

ACTIVITY AREA

13000 (Varying)3000350050075001500 3000 3500 500 7500 1500

45000

CARRIAGEWAYBRT LANE BUS STAND AND

ACTIVITY AREA

EXISTING CANAL

CL

SEPARATOR SEPARATOR

ROW 45m (Canal Road)

Length 11.1km

Existing BT 10.0m

Existing CC 0.0m

Proposed C/s Type 3Proposed CC 7.0 m (both sides)

Proposed BT 15.0 m (both sides)

Corridor-II Dumas resort-Canal road-Sarthana jakaatnaka(19.7 km)

Rigid Pavement Flexible Pavement

Kharwarnagarjn

AnuvratDwar

Varachchawater works

Dumas resort

SarthanaJakaatnaka

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

BRT Project Cost and Funding

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

100,000,000ITS Application 84,954,945,454Total (with 3.5% contingency)

Sl No Particulars Cost In Rs

Phase I1 Surat Navsari road (10.20 Km) 1,331,013,167

2 Dumas Resort- Sarthana Jakaatnaka (via canal road) road (19.7 km) 2,596,105,058

3 Bridges Flyover & ROB (2 x 4 lane) 4561129194 Pedestrian Subways (5) 62,500,0005 Bus stops 9,90,00,0006 Terminals & Depots (3) 2,25,00,0007 Interchanges & Stations (5) 2,30,00,000

Project costs

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

100.038.337.424.3%age

4,954,945,4541,899,167,2191,851,102,6041,204,675,631100Total

1,486,483,636569,750,166555,330,781361,402,68930SMC

990,989,091379,833,444370,220,521240,935,12620GoG

2,477,472,727949,583,610925,551,302602,337,81550

GOI -JNNURM

Total2010-112009-102008-09%ageAgency

Project Funding Pattern

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

BRT Institutional framework

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Proposed SPV - Board of directors

Commissioner SMC (Chairperson)

Deputy Commissioner, SMC

Representative of MOUD, GOI

Representative of Secretary, UDD, GoG

CEO, SUDA

Elected Representatives of SMC

Additional Commissioner, Traffic Police, Surat

Technical experts

Eminent citizen (two)

CEO-SPV

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

SPV Staff

CEO

Communications

Operations & Planning Administration

Economic PlanningOperations

BudgetHuman ResourceOffice management

SchedulingControllingCollectionQuality Control

Economic indicatorsFare Model

User Satisfaction

Support Services

Finance

IT Support

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Potential Transit Market Size: 750 to 1000 buses Absence of service has pushed people to look for alternative strategies (3-wheelers) Objective is to capture latent demand Modal shifts do take some time and we need to be persistent with our supply side efforts.

- BRT operations to start with 125 buses (2009/10)- Bus operations are through PRIVATE COMPANIES- Kilometer Scheme (similar to Bogota) is under consideration- With 20% rise in fare, Semi-low floor operations are feasible financially- In addition, with tax exemption (30%), Low Floor bus operations will be

feasible- TECHNICAL FARE and ACTUAL FARE. - Urban Transport Fund

(Advertisement revenue, moneys from landvalue capture, grants)

The City would consider accessing resources from VIABILITY GAP FUND.

Sustainability of Bus Operations

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

BRTS IMPLEMENTATION STRATEGIES

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Ensuring success of BRTS

Planning ahead Detailed implementation plan Project management by professionals Interdepartmental coordination Preparation of operational plan Financial support Securing public enthusiasm and

cooperation

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Planning ahead

Structuring of viable routes Reconfirming travel demand through

accurate surveys Securing right of way on identified

stretches. Detailed engineering drawings matched to

site conditions Mapping of utilities

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Detailed implementation plan

Preparation of implementation schedule Detailed implementation plan for every

stretch (intersection to intersection) Development of service roads/ diversion

roads prior to start of work Relocation of hutments under BSUP Shifting of utilities Simultaneous development of terminals,

depots and intersections.

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Project management by professionals

Setting up of SPV/ Independent agency Recruitment of professionals with proven

expertise Transport planners Transportation and road engineers Project managers PR professionals

Dedicated cell in SMC for project period for close monitoring on timelines

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Interdepartmental coordination Coordination within SMC and with other agencies police, RTO, Utilities,

GSRTC ) For:

Timely approvals and clearances Public communication of project activities Standardization of public safety features and procedures in all project

activities Utility mapping and shifting and trench reinstatement Relocation of hutments Removal of commercial encroachers Implementation of TP and road alignment Road, bridge and activity zone elements Financial arrangements Operational planning Traffic management during project period

Through Creation of dedicated inter-department BRTS cell Weekly meetings of inter-agency empowered group. IntraNet-group communication mechanism

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Preparation of operational plan

Detailed surveys and assessment to identify : Bus schedules and Trip frequencies Tariff plan

Marketing plan: what, when, where, by whom Fair , timely and transparent Selection of

appropriate partners for bus operations, ticketing, advertisement management, control room operations, ITES support etc

Development of feeder routes ( bus/ auto) Continuous review, research and monitoring

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Financial support Creation of dedicated Fund Capital Income: Obtaining Grant approvals Development charges on sale of addl FSI along

BRTS corridors Commercial exploitation of activity zone

elements and space at terminals/ depots Selection of activities/ components for PPP

mode. Revenue Support: Ticketing, advertisement, vends, events, vehicle

tax, parking fees etc.

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Provision has been made in the development control regulation whereby corporation can permit land holders to utilize FSI 25% more than the permissible limit.By applying this scheme corporation can recover charges/premium for the excess FSI at reasonable rates from the developers and the revenue thus generated can be used as a fund for the project

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

29610Thus extra FSI permissible per Kilometer

0.45By allowing an increase in / use of excess FSI upto 25% , permissible Extra FSI(25% of 1.8) -

65800Assuming that only 10% of the people within this area will opt for excess FSI, Net Area used-

658000After leaving area for road/public spaces etc. only 70% area can be developed. Hence, Net Area -

940000Area under development , L x B -

1000For one kilometer stretch of the corridor, length -

940Net space available for development -

60Deducting the non-developable area i.e. portion of the corridor, width of the corridor -

1000Considering development only within a region of 500 metres on either side of the centre line, width-

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S121962109528.900GRAND TOTAL

89169034519.700TOTAL

2092390652961015004.711C12

2429796602961020004.103A+B11

725445002961017501.4C+A10

697759652961015001.571C+D9

368644502961015000.83C8

827007302961010002.793E7

107484302961015000.242D6

423274952961015000.953C+D5

218965952961015000.493C4

520987952961015001.173C+D3

244282502961015000.55D2

260864102961010000.881E

CORRIDOR -IIDUMAS RESORT TO

SARTHANA JAKATNAKA

1

3279307509.200TOTAL (Correction of 1 K.M. for overlapping)

1669115702961010005.637E5

735512402961015001.656D4

464136752961015001.045C+D3

299801252961015000.675C2

110741402961020000.187A

CORRIDOR -ISURAT TO NAVSARI

ROAD

1

Amount Rs.

10% FSI* Permissible per K.

M.(sq. mt.)

Rate of FSI(Rs. / Sq. M.)

LengthK. M.ZoneCORRIDOR

SrNo.

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Securing public enthusiasm and cooperation

Elected representatives brought on board Public awareness campaigns, workshops,

newsletters, etc. Use of mass media. Focus on specific user groups, such as

students , commuters, industrial workers Focus on road safety, energy and eco

friendly features. Management of demand through

continuous feedback.

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Why are we confident of success?

High latent demand for public transport. RoW available on major roads including selected routes

of Phase I. DCR already amended for sale of addl FSI, and

readiness to modify land use on corridors. Creation of urban transport fund Existence of departmental coordination mechanism Benefits of all Stakeholders assured Relocation sites for hutments already under construction. Rly approval received for ROB along canal corridors No utility shifting involved in majority of East west

corridors. Utility shifting completed on North South corridor.

Experience in construction of CC roads.

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Why are we confident of success? Surat fastest growing economic centre in western India SMC track record in urban governance and execution of

technologically advanced projects. Rapid growth in quantum of capital Projects being

implemented in last 5 years. Team of highly motivated and effective urban managers,

engineers and planners: dedication and dynamism Positive approach of elected representative: Enthusiasm of citizens in adopting new modes and

modern outlook History of voluntary cooperation by citizens in all

development activities including road widening, tax recovery.

Continued support and guidance of State and Central Government

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

THANK YOU

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Thank you

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Location of Major investments in pipeline Population Density 2031- Scenario 2

MOU

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Existing Bus RoutesExisting Auto Rickshaw Routes

back

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Corridors assessmentExisting Activities/ Destinations ranking

(* Existing traffic is low due to missing river bridge on corridor 8)

5 excellent, 4 good, 3 fair, 2 poor, 1 none

1021124Hazira road10

1422451Surat Dumas road9

712211Gujarat gas circle to Anuvrat dwar8

1233321Rander road7

1322323Katargaam Amroli road6

1332233Surat Bardoli road5

1953452Ring road4

1642343Varachcha road3

1542423Dumas resort - PunaJakaatnaka2

1843335Surat Navsari1

TotalTransport hubsReligiousInstitution

alCommerci

alIndustri

al

DestinationsCorridorNo

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Corridors assessment and rankingFactors affecting BRT implementation

053Hazira road10

72Surat Dumas road9

150Gujarat gas circle to Anuvrat dwar (Magdalla road)8

096Rander road7

154Katargaam Amroli road6

153Surat Bardoli road5

5173Ring road4

282Varachcha road3

31210Dumas resort Puna jakatnaka2

0103Surat Navsari1

Grade separated structures (existing and proposed)

Major Junctions

Proposed ROW less 30m in %CorridorNo

1010136Hazira road10

5233416Surat Dumas road9

911137Gujarat gas circle to Anuvrat dwar(Magdalla road)8

8161312Rander road7

6202513Katargaam Amroli road6

7193313Surat Bardoli road5

3264319Ring road4

4244416Varachcha road3

1285815Dumas resort Puna jakatnaka2

1284618Surat Navsari1

RankingTotal scoreScore for demandScore for socio-

economic factorsScore for activities and destinationsCorridorNo

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Corridor 1: Surat-Navsari roadCharacteristics

Road Section Length (km) RoW (m)ExistingRoW (m)Proposed Pavement type

Udhana Darwaza to Jivan jyot khadi

1.0 45 45 Bitumen+*CC

Jivan jyot khadi to Udhana Teen Rasta

0.8 60 60 Bitumen+*CC

Udhana Teen Rasta to Daksheshwar Temple

2.1 45 60 Bitumen+*CC

Daksheshwar Temple to Pandesara G.I.D.C.

0.7 45 60 Bitumen

Pandesara to Sachin 5.6 45 60 Bitumen

Total 10.2 45 45-60

Length 10.2 kms. Major activity areas - Udhana GSRTC bus stand,

the Sachin and Pandesara industrial estates and the SMC south zone office

medium density near the Udhna darwaza to low rise, low density

strong potential for high density development

BhestanPandesaraGIDC

SMC zone office

CNG circle

Udhanadarwaza

GSRTC bus stand

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

CNG circle

Airport

University

AnuvratDwar

Aai Mata jn

Corridor 2: Dumas resort-canal road-Sarthana JakaatnakaCharacteristics Length 19.7 kms. 10 - 13 mts.wide canal HIG housing located near Anuvrat dwar

and rest consists of LIG and EWS Major activity areas South Gujarat

University, LIG,EWS, Textile markets and Diamond markets/manufacturing units

Low rise low density development strong potential for redevelopment since

this corridor will be an alternative to the walled city ring road

Road Section Length (km) RoW (m)Existing RoW (m)Proposed Pavement type

Puna jakatnaka to Aaimata junc. 5.7 20-25 60 BitumenAaimata junc. to Model Town junc. 0.6 55 45 BitumenModel Town to Apna nagar junc. 1.4 31 45 BitumenApna nagar junc. to C.N.G. circle 1.7 26 45 BitumenC.N.G. circle to Amba nagar junc. 1.6 20 45 BitumenAmbanagar junc. to Jamna nagar char rasta 1.0 26 45 BitumenJamna nagar char rasta to Anuwrat Dwar 1.6 31 45 BitumenAnuwrat Dwar to S.G. University 2.4 35 60 BitumenS.G. University to Dumas resort 2.1 45 60 Bitumen*Dumas resort to Airport 4.1 45 60 BitumenTotal 23.5 45-60

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

dn

dn

dn

dn

dn

dn dn

dn

15.

253.

59

3.5

3.5

SUBWAY OPTION -1 WITH ELEVATED CARRIAGE WAY

17

5.25

20.

259

0.5

3.5

33.

50.

59

0.25 2

5.25

71

17

5.25

20.

259

0.5

3.5

33.

50.

59

0.25 2

5.25

71

57

3.5

93.

55.

251

dn

dndn

dn

dn

dn

dn

dn

dndn

dn

dn

dn

dn

75.

252

0.25

90.

53.

53

3.5

0.5

90.

25 25.

257

1

SUBWAY OPTION -2 WITH ELEVATED CARRIAGE WAY, BRT LANE AND BUS STATION

17

4.75

90.

58.

57

0.5

94.

757

1

17

5.25

20.

259

0.5

3.5

33.

50.

59

0.25 2

5.25

71

1

1

dn

dndn

dn

dn

dn

dn

dn dn

dn

dn

dn

7.00

4.75

90.

53.

55

70.

59

4.75

71

SUBWAY OPTION -3 WITH ELEVATED CARRIAGE WAY AND BRT LANE

17

17

5.25

20.

259

0.5

3.5

33.

50.

59

0.25 2

5.25

71

17

5.25

20.

259

0.5

3.5

33.

50.

59

0.25 2

5.25

71

Subway designComparison of Options

Option 1 is recommended as design is compact and passengers have to climb less to access bus stops

Option 1- Elevating Carriageway

Option 2- Elevating Carriageway, Bus lanes, Bus stations

Option 3- Elevating Carriageway, Bus lanes

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

CL OF ROAD

3500 500 7250 250 2000 1750 2000 3000350050072502502000175020003000 750750

PARKING +ACTIVITY AREA

SERVICE LANE CYCLE TRACK CARRIAGE WAY BUS LANE BUS LANE CARRIAGE WAY CYCLE TRACK PARKING + ACTIVITY AREA

SERVICE LANEMEDIAN

FOOTPATHFOOTPATH

UTILITYUTILITY

SEPARATOR SEPARATOR

3000

CROSS SECTION 45M RoW

45000

ROW 45m

Length 1.4km

Existing BT 32m

Existing CC 0.0m

Proposed C/s Type 1Proposed CC 27.0 (both side)

Proposed BT 6.0 (both side)

Type 1: 45 m cross section

Corridor-I Surat Navsari road (10.2 km)

CL OF ROAD

3500 500 7250 250 2000 1750 2000 3000350050072502502000175020003000 750750

PARKING +ACTIVITY AREA

SERVICE LANE CYCLE TRACK CARRIAGE WAY BUS LANE BUS LANE CARRIAGE WAY CYCLE TRACK PARKING + ACTIVITY AREA

SERVICE LANEMEDIAN

FOOTPATHFOOTPATH

UTILITYUTILITY

SEPARATOR SEPARATOR

3000

CROSS SECTION 45M RoW

45000

Rigid Pavement Flexible Pavement

Udhna darwaja

Sachin GIDC

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

ROW 60m

Length 3.3km

Existing BT 8.0m

Existing CC 0.0m

Proposed C/s Type 2Proposed CC 31.5 m(both sides)Proposed BT 14.0 m (both sides)

ROW 60m (New Alignment)

Length 2.3km

Existing BT 0.0m

Existing CC 0.0m

Proposed C/s Type 2Proposed CC 31.5 m(both sides)Proposed BT 14.0 m(both sides)

ROW 60m

Length 3.0km

Existing BT 35.0m

Existing CC 0.0m

Proposed C/s Type 2Proposed CC 31.5 m(both sides)Proposed BT 14.0 m(both sides)

Corridor-II Dumas resort-Canal road-Sarthana jakaatnaka(19.7 km)

SERVICE LANE CYCLETRACK

SEPARATOR

CARRIAGE WAY SEPARATOR BUS LANE MEDIAN BUS LANE SEPARATOR SERVICE LANECYCLETRACK

CROSS SECTION FOR 60M ROW

ACTIVITY AREA/PEDESTRIANPATH/DRAIN/ PARKING

SEPARATOR

CARRIAGE WAY

60000

CL OF ROAD

ACTIVITY AREA/PEDESTRIANPATH/DRAIN/ PARKING

1000 5250 2000 9000500

3500 30007000 3500500

9000 250 2000 5250 7000 1000

FOOTPATHFOOTPATH

250

UTILITYUTILITY

Type 2: 60 m cross section Rigid Pavement Flexible Pavement

AnuvratDwar

Dumas resort

SarthanaJakaatnaka

Varachchawater works

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Pavement design and Costing Construction Cost of BRTS project is governed primarily by Road

Pavement and other Civil Work Activities. Road Pavement Cost depends on adopted Pavement Type. Appropriate Pavement Type rather most Suitable combination of

pavement type has been selected as Rigid and Flexible. The Major component in total cost is Road Pavement:

About 50% construction cost works out for Pavements Pavement cost - total and corridor wise depends upon:

Pavement type

Total Cross-section and Lane widths: 45 m RoW/60 m RoW

Paver BlockParking

BituminousService Road

BituminousCycle Track

Concrete/BituminousMix Traffic Lanes

ConcreteBRTS Lane

Type of PavementCross sectional element

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Costing Irrespective of Pavement Cost, corridor specific other work activities

contributing to total cost are:

For broad cost comparison, per Sq M cost of Pavement structure only, got worked out from block cost estimates:

Flexible Pavements : Rs. 1183/- per Sq mRigid Pavements : Rs. 1898/- per Sq m

On major roadway projects initial cost of Rigid Pavement normally ranges between 1.5 to 2.0 times that of Flexible Pavement or even higher.

This ratio works out for our project on basis of Per Sq m Pavement Structure Cost as 1.6.

Such broad comparison in itself shows the right kind of a selection, combination and design of pavement type and accordingly the reasonableness of total per Km cost based on NH SoR.

Protection works for Canal and along side Pavement

No/Poor sub-grade compaction, necessitates new full depth sub-grade of select material.

Two major bridges and addition of flyover

No useable Pavement and/or no pavement for 16.7Km (2.3 Km altogether new alignment and road to be constructed in full width)

Dismantling of Bituminous Pavement

Corridor 2Corridor 1

T O W A R D S A S U S T A I N A B L E S U R A T - T R A N S P O R T I N I T I A T I V E S

Corridor IMajor cost components: C/S drainage structure: 2 major

Bridges Use of existing electrical poles

for 6.0Km.

Cost Estimates:

2,556 131,781,983 2,596,105,058 1,015,500 19.7II

2,252 130,491,487 1,331,013,168 591,000 10.2I

Cost Per Sq. M (Rs)

Cost per KM (Rs)Total Cost (Rs)Area in Sq.MLength

Corridor No

Corridor II Major cost components::Canal lining (Cost: 91,000,000 Rs)Covering of canal (Cost: 100,000,000 Rs.)New alignment of 2.3 Km.New pavement along 13.40 Km.

Difference in Unit Cost:12,90,496 Rs./Km304 Rs./Sq. M