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| Tender ID | 4286059 |
|---|---|
| Organisation Name | Nuclear Recycle Board |
| Tender Brief | Corrigendum : Construction Of Block 107b, 116, 117, 152b, 153 And Associated Structures, Electrification, Panels And Other Allied Works At Inrpc, Nrb, Barc, Tarapur |
| Last Date For Submission | 22nd Jun, 2026 |
| Opening Date | 24 Jun, 2026 |
| Document Cost | 0.00 |
|---|---|
| EMD | 10237000.00 |
| Estimated Cost | 923700000.00 |
| City | Tarapur |
|---|---|
| State | Maharashtra |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | EARTHWORK | ||
| 2 | Earthwork in mass excavation for foundations / basement in all kinds of soils / weathered & soft rock / hard rock / concrete / old masonry etc. by mechanical means using hydraulic excavators, pneumatic breaking equipment, JCB, Poclains etc. to required level for all lifts & an initial lead of 50 metres in both dry and wet conditions, including stripping of any top loose soil, slush removal at locations as directed, cutting, chipping and chiselling of rock, spreading & levelling, ramming and consolidating the bottom of excavated area to the required level and grade, dressing the sides of excavation wherever indicated and as required, unloading & double handling, cleaning the surface thoroughly for blinding concrete, and working in or under water/and/or liquid mud/slush and in or under foul positions if any, shoring, strutting, under pinning, ramming and including any additional excavation required for working space, taking necessary precautions to prevent any spillages or spoiling of the site premises / public roads during the entire process etc. complete as per the technical specifications, detailed drawings and as directed by the Engineer. The rate shall include for designing, supplying, installing and maintaining dewatering system to keep the entire excavated area dry during basement / sub-structure works and till completion as per instructions of the Engineer | ||
| 3 | Earth work excavation by mechanical means (Hydraulic excavator)/ manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge. | ||
| 4 | From 0.00 to 1.50 m depth from Average Ground Level | 43906.00 | Cum |
| 5 | Extra over for every additional depth of 1.50 m or part thereof in all kinds of soil | 17910.00 | Cum |
25 Days Left