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| Tender ID | 4183432 |
|---|---|
| Organisation Name | Nuclear Power Corporation Of India Limited |
| Tender Brief | Corrigendum : Renovation Of Technical Building At Rapp-7 And 8 And Its Isolation From Rapp-7 And 8 Main Plant Boundary, Including Construction Of Culverts, Roads, Fencing, And Other Associated Miscellaneous Works |
| Last Date For Submission | 4th Jun, 2026 |
| Opening Date | 06 Jun, 2026 |
| Document Cost | 0.00 |
|---|---|
| EMD | 840329.00 |
| Estimated Cost | 42016450.00 |
| City | Rawatbhata |
|---|---|
| State | Rajasthan |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | SITE CLEARANCE: Surface dressing of ground including removing vegetations and / or inequalities not exceeding 15 cms deep and disposal of rubbish upto lead of 50 m and lift upto 1.5 m for all kind of soil, complete as per specifications and as directed by Engineer-in-Charge. | 4000.000 | Sqm |
| 2 | EARTHWORK :Earthwork in excavation in all types of ground substrata consisting of hard rock / fragmented rock / soft rock / ordinary soils / filled up ground / murrum requiring use of rock breaker, drilling, chiseling with mechanical / manual means etc. up to a depth of 1.5 m from the original ground level and dewatering if required for foundation of walls, columns, platforms etc. including backfilling with selected excavated materials in plinth and foundation trenches in layers not exceeding 200 mm thick, watering ramming etc. complete and disposing off the surplus materials to a maximum radially measured lead of 1.0 KM. as per drawings, design , safety and specifications and directions of the Engineer. Note :- Bidders should essentially visit and inspect the construction sites and determine themselves the right and safest method/s of excavation considering the safety of nearby structures and population, before quoting their item rates (Blasting is not permitted). | ||
| 3 | Up to 1.50 m depth from the average existing ground level. | 1650.500 | Cum |
| 4 | BACKFILLING: Backfilling at all levels for road works, sides of foundations, trenches, and other low lying area with following excavated materials including cost of breaking/ crushing the same to required size, consolidation in layers, all complete as per drawings, specifications and as directed by Engineer-in-charge. | ||
| 5 | Directly from excavated rock/ soil within the lead of relevant excavation item. | 1650.500 | Cum |
8 Days Left