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NTID 44469661
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💬 Talk to Our Bidding ExpertConstruction Of Shed Stage At in Bardhaman - Complete Tender Details
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ASANSOL DURGAPUR DEVELOPMENT AUTHORITY
Bardhaman, West Bengal, India
NTID 44469661
- Opening Date : Mon 23rd March, 2026
- Closing Date : Sat 21st March, 2026
- ₹ 509211.00
- NTID 44469661
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
10185.00 -
Document Cost
Refer Documents -
Estimated Cost
509211.00
BOQ Items Total Items : 16 | Total Qty : 460.7
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Dismantling all types of masonary excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m. | 1.00 | M3 |
| 2 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. upto 150 mm. thick | 3.00 | M3 |
| 3 | Removal of rubbish , earth etc from the working site and disposal of the same beyond the compound in conformity with the municipal corporation rules for such disposal loading into truck and cleaning the site in all respect as per direction of E.I.C | 4.00 | M3 |
| 4 | Earth work in excavation of foundation trenches or drains, in all shorts of soil (including mixed soil but excludinglaterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 meter as directed.The item includes necessary trimming the sides of trenches, levelling,dressing and ramming the bottom, bailing out water as required complete. Depth of excavation not exceeding 1.50 M . | 9.00 | M3 |
| 5 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work). With earth obtained from excavation foundation. | 9.00 | M3 |
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