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| Tender ID | 4140813 |
|---|---|
| Organisation Name | Indira Gandhi Centre For Atomic Research |
| Tender Brief | Corrigendum : Retrofitting Works For Hall1, Mdl, Msl, Cwd And Central Store Building At Igcar, Kalpakkam. |
| Last Date For Submission | 26th May, 2026 |
| Opening Date | 28 May, 2026 |
| Document Cost | 0.00 |
|---|---|
| EMD | 48140.00 |
| Estimated Cost | 2407000.00 |
| City | Kalpakkam |
|---|---|
| State | Tamil Nadu |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earthwork excavation by mechanical means (Hydraulic excavator) for foundation, substructures, plinth beam, cess pits & trenches, all kinds of foundation etc., in all types of soil like hard gravelly soil, sandy soil for the following depth from average ground level upto the required founding level, line and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling and ramming the bottom of trenches, dressing of sides, stacking the excavated materials away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus excavated earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) within the lead specified below all complete as per specifications and as directed by the Engineer-in-Charge. | ||
| 2 | All kinds of soil with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres. | 60 | Cu.m. |
| 3 | All kinds of soil with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres. | 37.5 | Cu.m. |
| 4 | All kinds of soil with depth exceeding 3m but not exceeding 4.5m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres. | 12.5 | Cu.m. |
| 5 | Providing gravel/murram backing/filling 75mm thick or 100mm thick (consolidated thickness) as per Engineer-in-Charge requirement for underfloor/plinth beam or as specified by Engineer, including spreading gravel in uniform layers, watering, ramming, consolidating by hand/mechanical roller, dressing the top surface to the required level complete all as per specifications and as directed by the Engineer-in-Charge. | 100 | Cu.m. |
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