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NTID 42681186
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Inquiry NowConstruction Of 400 M3 Undergr in Panaji - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of 400 M3 Undergr" in Panaji, India.
- Opening Date : Tue 18th November, 2025
- Closing Date : Mon 17th November, 2025
- ₹ 10134383.00
- NTID 42681186
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
202688.00 -
Document Cost
8000.00 -
Estimated Cost
10134383.00
BOQ Items Total Items : 54 | Total Qty : 26649
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30 cm. measured at a height of 1 m above ground level & removal of rubbish upto a distance of 50 mt. outside the periphery of the area cleared. (if however, only grass is met with the area will be measured and paid for under item 4001). | 625.00 | sq.m |
| 2 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : Hard rock where blasting prohibited | 925.00 | cu.m |
| 3 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. All types of Ordinary rock including all types of laterite rock, blasting prohibited | 67.00 | cu.m |
| 4 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 27.00 | cu.m |
| 5 | Providing and laying in position Design mix concrete mixed in the mechanical mixing mixer with hopper, for cement concrete work of specified grade including the cost of laying , centering shuttering, finishing as per the direction of the Engineer-in-charge in M-15 grade of plain cement concrete by using 325kg of cement per cu.m of concrete in Ground level reservoir/sump Foundation and Plinth | 34.00 | cu.m |
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