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The bridge is 330 m long with a 13.50 m wide (4 lane) carriageway.  The main span crossing the main traffic artery has a 31.2 m clear span with overhangs of 10.8 m on either side.  The spine beam of the main span is a cast-in-situ, prestressed multi-cellular box girder.  The edges of the carriageway are supported on ribs cantilevered from the central spine box girder.  The approach spans are of reinforced concrete diagrid construction maximising the use of space below for parking.  

The main prestressed span of the bridge is supported on piers through concrete rocker and roller hinges which were used here for the first time in India.  

The bridge rests partly on pile and partly on open foundations.  The bridge was designed and built within six months.