KSIIDC - ILFS IDC - Magadi Road

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Transcript KSIIDC - ILFS IDC - Magadi Road

26 April 2020

Govt of Karnataka

and Bangalore Airport Rail Link Ltd Welcome Distinguished members For Pre-Application Conference On 30.05.2009

Slide 1

HSRL Alignment DEVANHALLI AIRPORT – 33.296 KM YELAHANKA – 15.463 KM HEBBAL – 8.885 KM MG ROAD CAT – 0.095 KM

Periph eral Ring Road Airpor t Link Mono Rail/LRT system Commuter Rail Core Ring Road Outer Ring Road Metro Phase 2 & 3 BRT System

CTTS for Bangalore

Route Alignment

       

Cubbon Road Raj Bhawan Road, Chowdiah Road, Railway over bridge near windsor manor, Bellary Road, Mekhri Circle Hebbal flyover (Elevated HSRL crosses over on the right side) After Hebbal, the alignment follows the right side divider of NH-7.

Route Alignment (Contd.)

Hebbal Station at 8.9 km

Yelahanka station at km 15.4

Airport

Total length 33.65 Km

Why A High Speed Rail Link?

         

NH-7 – 3 lane one way with 11 signals; already dense No environmental pollution Seamless Integration with Metro & Mono Traffic Hubs at Hebbal & Yelahanka Project Externality Rs 175 cr/ Km Connects twin Cities- Bangalore City & Airport City(BIAL, DBP, AERO City, SEZ- over 5 lakh workers) Assured journey to the airport in 25 minutes From Hebbal flyover- 18 minutes .

Check-in at CBD & Hebbal

Ridership

Estimated Air Traffic at the new Airport

Per annum Per day 2011-12 2021-22 2025-26

19.3 Mn 52876 40.1 Mn 50.20Mn

109863 137534

Rail passengers per day Design Phpdt

1.

Air passengers

2.

Visitors to the Airport

3.

4.

Airport Employees Aero City workers TOTAL 2011

2526 21474 8053 5270 5956

40753 2016

3158 32515 12194 8488 8932

62129 2021

4210 51006 19262 13670 13398

97696 2026

11500 81240 30467 22010 20096

153813

Technical Parameters

    

Gauge - Standard Guage (1435 mm) Track - Ballastless Minimum Radius - 1000m(Exceptional – 500m) Maximum gradiant No. of stations 2% 4

Traction 25 kV overhead

Technical Parameters (Contd.)

   

Line fully elevated Generally on single column located on the median of road, carrying both the tracks Beyond Hebbal, on the right side of the main carriageway.

Signalling Automatic Train Protection, Cab signalling.

Salient features of the Train

      

Each train consists of 6 coaches Every coach will have space for accompanying baggage 80% passengers will travel seated, 20% standing.

Trains will be fully air-conditioned and vestibuled with PA system & passenger information display.

Maximum speed 160 kmph, maximum operating speed 145 Kmph and commercial speed will be 85 Kmph.

Number of trains set proposed – 10 Nos. initially.

To start with, train frequency will be 10 minutes. This can be later reduced to 8 minutes, to 6 minutes and 3 minutes.

LAND REQUIREMENT( hectares)

1. Government land:

 

BBMP land : 0.96 Other Govt. land : 12.20

2. Private land:

 

NHAI lands Other Private land Total Permanent Land : 8.61 : 44.19 : 65.96

PROJECT COST*

Cost

Current Cost (June 2007) Completion Cost (2011-12)

Rs. in Crores

4313 5767

* Excluding cost of Govt. land.

FINANCIAL VIABILITY

Fare Box Revenue

Sl.

No.

1.

Stations From CAT to International Airport 2 3 From Hebbal to International Airport From Yelahanka to International Airport Fare (In Rs.) 200 150 100

FINANCIAL VIABILITY

(Contd..)

Project

IRR with 20% VGF

15.05% Equity 17.32% NPV ( Rs. in Crores) 2372

HSRL Revenues Rev.

Comp.

Fare Box Property Devpt.

Advt.

I Yr.

(2012 2013) 5 th Yr 10 th Yr 15 th Yr 20 th Yr

280.77 566.95 1075.79 2248.54 3472.42

64.76

28.08

77.50

56.69

77.50

107.58

77.50

224.85

77.50

347.24

Rs. in Crores 25 th Yr

5898.71

27 th Yr (2038 2039)

7134.06

77.50

589.87

77.29

713.41

Int. on Cum. Cash Total 0.00

6.87

37.57

356.55 1572.64

4197.97

5827.97

373.61 708.01 1298.44 2907.44 5469.80 10764.05 13752.71

15

Sensitivity Analysis

3 4 5

Sl No

1 2

Scenario

Traffic @ 75% 5% escalation of fare (every 2 years) 10% Cost Escaltion Without land cost 15% Cost of Debt

Project IRR(%)

14.33

10.08

14.90

15.41

14.26

Equity IRR(%)

16.25

10.16

16.10

18.82

15.29

NPV( Cr)

1762 -1032 1805 2641 853

HIGH SPEED TRAIN

City Terminals

   

Two city terminals have been planned where air passengers can check-in and take boarding passes.

 

At the Police Parade Ground near M.G. Road. Near Hebbal flyover on the right side of NH-7.

Cubbon Road CAT-

integration with M.G. Road Metro station

 

parking facilities for over 1700 cars Operational control centre Hebbal station- parking facilities Integrate with bus terminal.

PROJECT SCHEDULE Expression of Interest Submission of RFQ Shortlisting of bidders Invitation of RFP Receipt of RFP GOK Approval GOI Approval LOA Concession Agreement Financial Closure Activity Date 06.08.2008

08.08.2009

07.09.2009

07.09.2009

12.12.2009

23.01.2009

25.04.2010

24.01.2009

23.02.2009

25.03.2010

EXTERNAL VIEW OF C.A.T

Namaskaragalu