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Udhampur- Srinagar- Baramulla
Railway Link Project
NAME-SUNIL KUMAR MEENA
CIVIL ENGINEERING
Introduction
• Jammu and Kashmir has limited surface accessibility to the rest of the
country.
• Providing a reliable transport system crossing major earthquake zones
which is subjected to extreme temperatures making it the most difficult
railway project taken in India.
• Already existing road link is 350 km long – NH 1 A.
• Rail link : 345 km in length running from Jammu to Baramulla.
• Declared as a Project of national importance in 2002.
• Facing many problems in completion and the project estimated cost is escalated
to many folds.
Objective
s
• Reducing the travel time to
various destinations in the
valley considerably.
• All weather transportation
system that could function in
adverse weather conditions.
• Socio-economic development
of the state.
• Employment Generation
Project Status
The project is divided into three sections:
• Leg 0 – It extends 53 km from Jammu to
Udhampur which was completed in April
2005.
• Leg 1 – It extends 25 km from Udhampur to
Katra which is under construction.
• Leg 2 – extending 129 km from Katra to
Qazigund which is under construction.
Execution was started in november 2002.
• Leg 3 – extending 119 km from Qazigund to
Baramulla which was completed in October
2009.
Project Breakdown
Project Management
The project is being implemented by three principal agencies:
• Northern Railway Construction Organisation (NRCO)
• Konkan Railway Construction Limited (KRCL)
• IRCON International Limited
Most Challenging Part of the Project
 Chenab Bridge.
 Pir Panjal Tunnel.
 Anjikhad Bridge.
Chenab Bridge.
• The rail height from the river bed will be 359 m which will
make it the tallest rail bridge in the world.
• The main arch will have a span of 465 m which gives
another distinction to this bridge being the longest single
span railway arch bridge in the world.
• A very elaborate procedure has been followed as there is no
Indian Code for designing mega structures.
• Since the area is prone to terrorist attacks, the blast load has
been taken into consideration for design.
Pir Panjal Tunnel (T-80)
 It is 11 km long aligned in almost N-S
direction.
 The method for tunnelling used is NATM
(New Austrian Tunneling Method).
 The tunnel is the longest in India and
the third longest in Asia.
 It is lower than the existing road tunnel
and will be much less vulnerable to
snow.
Problems in using TBM (Tunnel Boring
Machine)
 Portal areas are situated in fluvio-glacial
sediments, i.e. soft ground.
 No bidder was prepared to mobilize two
TBMs.
 Fault zones hindered the use of TBM.
Conclusion
 USBRL project was proposed to provide
an adequate transport system which will
be efficient in all the weather and to
quash the travel time to cover the
distance between Kashmir valley and rest
of the country.
 Most difficult projects , sensitive region
with very weak support for logistics.
 National importance and related
difficulties associated with project,
proper planning before execution is a
must condition.
TASK-2
Different Types of Gauges Used in Indian
Railways
Introduction
Gauge is defined as the minimum distance
between inner face two rails. Indian Railways
follows this standard practice and the gauge is
measured as the clear minimum distance
between the running faces of the two rails as
shown in Fig.2.1
TYPES OF GAUGES IN INDIA
The different gauges in India
are of the following these
types :-
1. Broad gauge (1676),
2. Meter gauge (1000),
3. Narrow gauge (762 mm &
610 mm),
4. Standard Gauge (1432mm)
Thank You

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Udhampur-Srinagar-Baramulla Railway Project Overview

  • 1. Udhampur- Srinagar- Baramulla Railway Link Project NAME-SUNIL KUMAR MEENA CIVIL ENGINEERING
  • 2. Introduction • Jammu and Kashmir has limited surface accessibility to the rest of the country. • Providing a reliable transport system crossing major earthquake zones which is subjected to extreme temperatures making it the most difficult railway project taken in India. • Already existing road link is 350 km long – NH 1 A. • Rail link : 345 km in length running from Jammu to Baramulla. • Declared as a Project of national importance in 2002. • Facing many problems in completion and the project estimated cost is escalated to many folds.
  • 3. Objective s • Reducing the travel time to various destinations in the valley considerably. • All weather transportation system that could function in adverse weather conditions. • Socio-economic development of the state. • Employment Generation
  • 5. The project is divided into three sections: • Leg 0 – It extends 53 km from Jammu to Udhampur which was completed in April 2005. • Leg 1 – It extends 25 km from Udhampur to Katra which is under construction. • Leg 2 – extending 129 km from Katra to Qazigund which is under construction. Execution was started in november 2002. • Leg 3 – extending 119 km from Qazigund to Baramulla which was completed in October 2009. Project Breakdown
  • 6. Project Management The project is being implemented by three principal agencies: • Northern Railway Construction Organisation (NRCO) • Konkan Railway Construction Limited (KRCL) • IRCON International Limited
  • 7. Most Challenging Part of the Project  Chenab Bridge.  Pir Panjal Tunnel.  Anjikhad Bridge.
  • 8. Chenab Bridge. • The rail height from the river bed will be 359 m which will make it the tallest rail bridge in the world. • The main arch will have a span of 465 m which gives another distinction to this bridge being the longest single span railway arch bridge in the world. • A very elaborate procedure has been followed as there is no Indian Code for designing mega structures. • Since the area is prone to terrorist attacks, the blast load has been taken into consideration for design.
  • 9. Pir Panjal Tunnel (T-80)  It is 11 km long aligned in almost N-S direction.  The method for tunnelling used is NATM (New Austrian Tunneling Method).  The tunnel is the longest in India and the third longest in Asia.  It is lower than the existing road tunnel and will be much less vulnerable to snow. Problems in using TBM (Tunnel Boring Machine)  Portal areas are situated in fluvio-glacial sediments, i.e. soft ground.  No bidder was prepared to mobilize two TBMs.  Fault zones hindered the use of TBM.
  • 10. Conclusion  USBRL project was proposed to provide an adequate transport system which will be efficient in all the weather and to quash the travel time to cover the distance between Kashmir valley and rest of the country.  Most difficult projects , sensitive region with very weak support for logistics.  National importance and related difficulties associated with project, proper planning before execution is a must condition.
  • 11. TASK-2 Different Types of Gauges Used in Indian Railways
  • 12. Introduction Gauge is defined as the minimum distance between inner face two rails. Indian Railways follows this standard practice and the gauge is measured as the clear minimum distance between the running faces of the two rails as shown in Fig.2.1
  • 13. TYPES OF GAUGES IN INDIA The different gauges in India are of the following these types :- 1. Broad gauge (1676), 2. Meter gauge (1000), 3. Narrow gauge (762 mm & 610 mm), 4. Standard Gauge (1432mm)
  • 14.