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BANDRA WORLI SEA-LINKBANDRA WORLI SEA LINK
Presented By
TE ( CIVIL)
Ankita Pal
SSJCET
INTRODUCTION
 Officially known as Rajiv Gandhi Sea Link.
 Cable-stayed bridge with pre-stressed concrete-steel viaducts.
 Links the Bandra (Western suburb) and Worli ( South Mumbai).
 Inaugurated on June 30 , 2009.
 Among the most complex & advanced construction projects
ever in India.
 Designed By : Sheshadri Srinivasan
(Structural engineer ,
Working in Lebanese Engineering Firm
Dar-Al-Handshah )
 Commissioned By : Maharashtra State Road Development Corporation
 Constructed By : Hindustan Construction company , India ( HCC)
HISTORY
 Mahim Causeway was the only link connecting westernsuburbs to island
city of Mumbai, making it highlycongested during the peak hours .
 Vehicular traffic admeasuring about 120,000 PCUtravels on the Mahim
causeway everyday and during peak hours and it takes about forty minutes to
travelfrom Mahim causeway to Worli, a distance of about 8km.
LOCATION
BASIC INFO
Official Name “ Rajiv Gandhi Setu ”
Carries 8 Lanes of Traffic
Owner MSRDC
Design Cable-stayed, Concrete-Steel precast viaducts
Total length 5.6 Km ( 3.5 miles )
Width 2 × 20 m ( 66 ft )
Highest Point 126 m ( 413 ft )
Longest Span 2 × 250 m ( 820 ft )
Vertical Clearance 20 m ( below bridge for transportation )
Foundation Type Pile Foundation
Toll System Automated 16-Lane Toll Plaza
Time Frame
 Estimated Time Frame : 5 years
Construction begin : June 1995
Construction end : March 2003
 Actual Time Frame : 11 years
Construction begin : October 2000
Construction End : 24 March 2010
Opened : 30 June 2009
BUDGET
 Estimated Cost : ₹ 665.81 Cr
 Actual Cost : ₹ 1653.25 Cr
 The Increament in project cost was due to payments of escalation ₹ 213
Cr on account of inordinate delay in completion (61 months ) .
New technical changes in the bridge at the behest of new consultant₹70 Cr
.
Contractor for delay in award of work ₹ 125 Cr .
Interest liability due to delayed completion ₹ 230 Cr .
 PIERS :
 The span between the piers is 50 maters .
 This distance arrived by considering optimization between foundation cost
Vs. superstructure cost .
 If the piers are wide apart then foundation cost comes down , but the
superstructure becomes heavier and its cost goes up .
 Moreover, more number of piers provide better wind resistance .
 CABLE WIRE
 Are also known as ‘ Parallel Wire Stay Cables ’.
 Manufactured by “Shanghai Pujiang Cable Co. Ltd” China .
 Each cable consists a group of steel wires ( 6 wires ) .
 Each steel wire has a diameter 7mm with a breaking limit of 6.28
Tones.
 Group of these wires was packed in two layers of HDPE (High
Density Poly Ethylene) material .
 Highly uneven and variable foundation bed
even for plane area of one pile .
 The maritime Board does not allow marine
traffic in monsoon season . Thus work was
halted Mid-May only to re-commence in
October . Effectively reducing the work
schedule to only seven month in a year .
 Needed for extra steel trusses , further
experts .
 Delay due to change in design of stray Cable
.
BENEFITS
 Considerable savings in travel time from 40
min to 8 min
 Estimated savings in fuel and vehicle
operating cost is around $ 16.2 million .
 Stress free driving .
 Reduced accidents and noise pollution .
 Reduction in air pollution .
Bandra - Worli sea link
Bandra - Worli sea link

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Bandra - Worli sea link

  • 1.
  • 2. BANDRA WORLI SEA-LINKBANDRA WORLI SEA LINK Presented By TE ( CIVIL) Ankita Pal SSJCET
  • 3. INTRODUCTION  Officially known as Rajiv Gandhi Sea Link.  Cable-stayed bridge with pre-stressed concrete-steel viaducts.  Links the Bandra (Western suburb) and Worli ( South Mumbai).  Inaugurated on June 30 , 2009.  Among the most complex & advanced construction projects ever in India.
  • 4.  Designed By : Sheshadri Srinivasan (Structural engineer , Working in Lebanese Engineering Firm Dar-Al-Handshah )  Commissioned By : Maharashtra State Road Development Corporation  Constructed By : Hindustan Construction company , India ( HCC)
  • 5. HISTORY  Mahim Causeway was the only link connecting westernsuburbs to island city of Mumbai, making it highlycongested during the peak hours .  Vehicular traffic admeasuring about 120,000 PCUtravels on the Mahim causeway everyday and during peak hours and it takes about forty minutes to travelfrom Mahim causeway to Worli, a distance of about 8km.
  • 7. BASIC INFO Official Name “ Rajiv Gandhi Setu ” Carries 8 Lanes of Traffic Owner MSRDC Design Cable-stayed, Concrete-Steel precast viaducts Total length 5.6 Km ( 3.5 miles ) Width 2 × 20 m ( 66 ft ) Highest Point 126 m ( 413 ft ) Longest Span 2 × 250 m ( 820 ft ) Vertical Clearance 20 m ( below bridge for transportation ) Foundation Type Pile Foundation Toll System Automated 16-Lane Toll Plaza
  • 8. Time Frame  Estimated Time Frame : 5 years Construction begin : June 1995 Construction end : March 2003  Actual Time Frame : 11 years Construction begin : October 2000 Construction End : 24 March 2010 Opened : 30 June 2009
  • 9. BUDGET  Estimated Cost : ₹ 665.81 Cr  Actual Cost : ₹ 1653.25 Cr  The Increament in project cost was due to payments of escalation ₹ 213 Cr on account of inordinate delay in completion (61 months ) . New technical changes in the bridge at the behest of new consultant₹70 Cr . Contractor for delay in award of work ₹ 125 Cr . Interest liability due to delayed completion ₹ 230 Cr .
  • 10.  PIERS :  The span between the piers is 50 maters .  This distance arrived by considering optimization between foundation cost Vs. superstructure cost .  If the piers are wide apart then foundation cost comes down , but the superstructure becomes heavier and its cost goes up .  Moreover, more number of piers provide better wind resistance .
  • 11.
  • 12.  CABLE WIRE  Are also known as ‘ Parallel Wire Stay Cables ’.  Manufactured by “Shanghai Pujiang Cable Co. Ltd” China .  Each cable consists a group of steel wires ( 6 wires ) .  Each steel wire has a diameter 7mm with a breaking limit of 6.28 Tones.  Group of these wires was packed in two layers of HDPE (High Density Poly Ethylene) material .
  • 13.
  • 14.  Highly uneven and variable foundation bed even for plane area of one pile .  The maritime Board does not allow marine traffic in monsoon season . Thus work was halted Mid-May only to re-commence in October . Effectively reducing the work schedule to only seven month in a year .  Needed for extra steel trusses , further experts .  Delay due to change in design of stray Cable .
  • 15. BENEFITS  Considerable savings in travel time from 40 min to 8 min  Estimated savings in fuel and vehicle operating cost is around $ 16.2 million .  Stress free driving .  Reduced accidents and noise pollution .  Reduction in air pollution .