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| Tender ID | 3696158 |
|---|---|
| Organisation Name | Roads And Buildings Department |
| Tender Brief | Corrigendum : Lifting Of Superstructure Span With Hydraulic System And Then Replacement Of Old Bearings With New Bearings From Top Of Pier Cap/ Abutment Cap / Pedestal Of Different Existing Bridges Under Gujarat State For Work Under Various Division Of R&b Department In Gujarat State. |
| Last Date For Submission | 7th Apr, 2026 |
| Opening Date | Refer to Documents |
| Document Cost | 18000.00 |
|---|---|
| EMD | 500000.00 |
| Estimated Cost | 0.00 |
| City | Ahmedabad |
|---|---|
| State | Gujarat |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Dismentaling the existing structure including removing and stacking the dismentalled materials as and where directed - RCC work & Rubble Masonary (a) RCC Work | 1.000 | Cum |
| 2 | (b) brick masonary | 1.000 | Cum |
| 3 | Bridge Span lifting Work :Lifting of one span of the bridge and removal and disposal of existing Elastomeric bearing / steel rocker and roller or plate bearing / Pot cum PTFE bearings from top of Pier / Pedestal as per approved scheme, providing adequate capacity, Hydraulic Jacks with Accessories like Hydraulic Pumps, High Pressure Hoses, Manifold, Steel Packing Boxes Complete for lifting of Spans from top of Pier cap, Abutment cap & Pedestal andExtra over the above item, providing and fixing a temporary Bailey structure arrangement of 7.5m width, with proper line, level, and signage, in full width of the span at each joint location, to ensure smooth traffic flow. The work shall also include maintaining acceptable riding quality for light motor vehicles on the bridge during lifting and replacement of bearings below each span. .Providing traffic marshal and traffic cones for regulating the traffic on both the sides.The design shall be prepared by the Contractor and, it shall be approved by Design Consultant/Approval Authority, along with traffic management plan and it shall be approved by Authority/Engineer-in-Charge.All works shall be carried out as directed by the Engineer-in-Charge.Note :-Baliey Structure length shall be equal to carriageway width.UP to 20m Span | 1.000 | No. |
| 4 | 20m-30m Span | 1.000 | No. |
| 5 | 30m-40m Span | 1.000 | No. |
9 Days Left