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NTID 43042521
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Inquiry NowYearly Repairing Of Ferrule An in Parganas - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Yearly Repairing Of Ferrule An" in Parganas, India.
New Town Kolkata Development Authority
Parganas, West Bengal, India
NTID 43042521
- Opening Date : Sat 3rd January, 2026
- Closing Date : Thu 1st January, 2026
- ₹ 968754.00
- NTID 43042521
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
19375.00 -
Document Cost
Refer Documents -
Estimated Cost
968754.00
BOQ Items Total Items : 22 | Total Qty : 4434
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m. In ground floor including roof. (a) upto 150 mm. thick | 12.00 | Cu.M |
| 2 | Earth work in excavation of foundation Trenches in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing spreading or stacking the spoils within a lead of 75 m as directed. The item includes necessary trimming the sides of trenches, leveling dressing and ramming the bottom bailing out water etc. as required complete. (a) Depth of excavation not exceeding 1500 mm. | 405.00 | %Cu.M |
| 3 | (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. | 81.00 | %Cu.M |
| 4 | 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). (a) With earth obtained from excavation of foundation. | 486.00 | %Cu.M |
| 5 | Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge). (a) Depth upto 1.5 m. | 200.00 | Sq.M |
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