The bridge will begin in Sewri and cross Thane Creek and terminate in Chirle village, near Nhava Sheva. The project will be constructed in three sections.
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LocationMumbai, Maharashtra
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ClientL&T Ltd.
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Awarded2021
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StatusCompleted
PT Strand Spec First time in India
- External: 15.2 mm dia, seven wire low relaxation Galvanized coated, grease or wax filled with coextruded HDPE sheathing strands (19DP15, 27DP15, 12DP15).
- Internal: 15.2 mm dia, seven wire epoxy coated (flow filled type) strands with relaxation 6.5% (19DP15, 15DP15, 12DP15).
Package 1 and 3 awarded to L&T and IHI Consortium. Package 1 starts from Sewri to Thane Creek (CH 0+0 to CH 10+380) and Package 3 consists bridge portion on lad towards Chirle (CH 18+187 to CH 21+800). PC Box Girder (Segmental Type Bridge) with 50-60 m span which is typically applied on marine via duct.
Internal bonded & external unbonded Post Tensioning system shall be used in the super structure of bridge. The project comprises of total of 264 spans, each typical span is 60 m long with 15 m wide Deck and 3.85 m constant depth and each span consists of 19 Segments.
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603 MTExternal PT
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4502 MTExternal PT
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6Lanes
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22 kmsLength of the bridge
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