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Flyovers & Junction Improvements where work is completed - B.A.R.C.
Technical Aspects
Length of flyover
667 m
Width of flyover
11.00 m (Carriage + 0.5 m crash barriers on both sides)
Span arrangement
15 nos. spans of 20.00 m (I-girders) + 21.48
2 nos. span of 25.00 m (box girders)
2 nos. span of 39.00 m
Total - 428.00 m
Solid approaches
279.00 m (97.00 m on Mumbai side,182.00 m on Panvelside
Foundation
Open foundation / Pile foundation
Sub structure
RCC hollow circular piers with RCC pier cap
Super structure
Obligatory Span - Simply supported prestressed concrete Cast - in - situ box girders
Obligatory Span
Other spans -
1) Pre - cast post tensioned girders with RCC deck
2) Continuous prestressed concrete Cast - in - situ box girders
Underpass in solid approaches
Length 12 m , width 3.50 m & height 2.20 m
Architectural features
Grooves in piers, pier caps & pier protections
Cost of the project
Rs. 10.60 crores
Construction period
14 months
Contractors
M/s. Larsen & Toubro Ltd.
Consultants
M/s. Technogem.
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