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| Tender ID | 2909194 |
|---|---|
| Organisation Name | Deendayal Port Trust |
| Tender Brief | Corrigendum : Beautification Of Gopalpuri Colony (widening Of The Entry Gate And Enhancement Of Surrounding Approaches). |
| Last Date For Submission | 13th Mar, 2026 |
| Opening Date | Refer to Documents |
| Document Cost | 1770.00 |
|---|---|
| EMD | 1373590.00 |
| Estimated Cost | 68679521.00 |
| City | Multi city |
|---|---|
| State | Gujarat |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Dismantling the existing security cabin/entry gate/road side drain/compound wall including removing / separating out the salvage materials like doors & windows masonary, reinforcement etc as & where position complete including removing the foundation and filling the unwanted material outside Gopalpuri upto 4 km lead, prepare the surface for reconstruction of the beautification of gopalpuri main gate & approch as directed by the Engineer-in-charge . (Measurement will be done based on slab area) | 288.000 | M2 |
| 2 | "Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, All kinds of soil. /filled material/ Road crust consisting of bitumen surface and metallling etc as directed by engineer-in-charge." | 3321.000 | M3 |
| 3 | Taking out existing CC interlocking paver blocks from footpath with kerb stone/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 1629.000 | M2 |
| 4 | Disposal of excavated material lead upto 2 km beyond 1.5 km and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil. /filled material/ Road crust consisting of bitumen surface and metallling etc. | 2159.000 | M3 |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 830.000 | M3 |
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