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BRIDGEOperational

Bandra-Worli Sea Link

Cable-stayed sea bridge
📍 Mumbai · Maharashtra
5.6
km
LENGTH
250
m
MAIN SPAN
₹1.6K
crore
COST
2010
10 yrs build
OPENED
Mumbai
Maharashtra
LOCATION

About

India's first cable-stayed bridge built over open seas — a 5.6 km eight-lane link across the Mahim Bay connecting Bandra to Worli in Mumbai, operational since 2010 after a decade of construction.
Also known asBWSLRajiv Gandhi Sea Link

The Bandra-Worli Sea Link (officially Rajiv Gandhi Sea Link) was the first major sea bridge constructed in Mumbai and India's first cable-stayed bridge built in open seas. The project endured a 10-year construction window with multiple delays driven by environmental clearances, shifting design parameters (cable-stayed sections were added mid-project after foundation issues), and cost overruns from the original ₹600 crore estimate to a final ₹1,634 crore.

The twin cable-stayed sections — 250 m and 150 m main spans — were the longest cable-stayed spans in India when commissioned. Pylons rise 126 m above the sea, founded on bored piles socketed into basalt through 25-30 m of marine clay.

Daily traffic averages ~45,000 vehicles. The bridge is operated under a toll concession by MSRDC.

Cross-references

10

Indian Standards, IRC codes, and InfraLens knowledge articles that bear on this project's design and execution. Each link opens the relevant reference page.

Notable features

  • Two cable-stayed spans: 250 m main + 150 m secondary
  • Eight lanes (4+4) plus dedicated emergency lanes
  • 126 m tall pre-cast concrete pylons (H-shaped)
  • Built using a shore-protection cofferdam method during marine clay foundation work

Records

2
01
First cable-stayed bridge built in open seas in India
02
Longest cable-stayed span in India when opened (since surpassed)

Stakeholders

5
MS
Client / Owner
Maharashtra State Road Development Corporation (MSRDC)
HC
Contractor
Hindustan Construction Company (HCC)
VS
Contractor
VSL International (cable-stayed system)
DA
Contractor
DAR Consultants
SC
Design consultant
Sverdrup Civil + Dar Al-Handasah

Engineering

Structural type
Cable-stayed twin pre-cast concrete decks supported on two H-shaped pylons
Deck
Pre-stressed concrete box girder
Foundation
Bored cast-in-situ concrete piles into basaltic rock through marine clay
Span arrangement
250 m main span

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