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NTID 44608252
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Inquiry NowConstruction Of 2 Mgd Swro Pla in Kalpakkam - Complete Tender Details
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INDIRA GANDHI CENTRE FOR ATOMIC RESEARCH
Kalpakkam, Tamil Nadu, India
NTID 44608252
- Opening Date : Thu 23rd April, 2026
- Closing Date : Wed 22nd April, 2026
- ₹ 325791000.00
- NTID 44608252
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
4257910.00 -
Document Cost
Refer Documents -
Estimated Cost
325791000.00
BOQ Items Total Items : 180 | Total Qty : 167332.3
| # | Item | Quantity | 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 200 metres. | 5500 | 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 200 metres. | 5200 | 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 200 metres. | 2600 | Cu.m. |
| 5 | Earthwork excavation by mechanical means (Hydraulic excavator) for foundation, substructures, plinth beam, cess pits & trenches all kinds of foundation etc., in soft/ordinary rock for the following depth from average ground level upto the required line, level 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 earth/rock (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) with an lead specified below and stacking the soft rock boulders in a neatly leveled ground for measurement to departmental gauge all complete as per specifications and as directed by the Engineer-in-Charge. |
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