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NTID 44641369
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💬 Talk to Our Bidding ExpertConstruction Of Emergency Stai in Kalpakkam - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Emergency Stai" in Kalpakkam, India.
INDIRA GANDHI CENTRE FOR ATOMIC RESEARCH
Kalpakkam, Tamil Nadu, India
NTID 44641369
- Opening Date : Thu 9th April, 2026
- Closing Date : Wed 8th April, 2026
- ₹ 721000.00
- NTID 44641369
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
-
EMD
14420.00 -
Document Cost
Refer Documents -
Estimated Cost
721000.00
BOQ Items Total Items : 30 | Total Qty : 245.85
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Dismantling Plain Cement concrete by manually / by mechanical means at all levels, carefully without damaging adjacent structures including disposal of debris with 50m lead, labour, tools required etc. complete in all respects as per specifications and directed by the Engineer-in-charge. | 1 | Cu.m. |
| 2 | Dismantling of RCC works at all levels by manually / by mechanical means, including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 50m lead as per specifications and directed by the Engineer-in-charge. | 1 | Cu.m. |
| 3 | Dismantling brick work in cement mortar at all levels by manually / by mechanical means, carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 50m lead all as per specifications and directed by the Engineer-in-charge. | 1 | Cu.m. |
| 4 | Earthwork excavation by manual means 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. | ||
| 5 | All kinds of soil with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres. | 35 | Cu.m. |
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