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NTID 43172769
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💬 Talk to Our Bidding ExpertConstruction Of Single Check D in Palamau - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Single Check D" in Palamau, India.
- Opening Date : Mon 22nd December, 2025
- Closing Date : Sat 20th December, 2025
- ₹ 5977070.00
- NTID 43172769
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
119600.00 -
Document Cost
10000.00 -
Estimated Cost
5977070.00
BOQ Items Total Items : 25 | Total Qty : 10938641.7023
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Jungle clearance in borrow area,building premises,flanks and slopes on the roads, canals and embankment by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc. complete as per direction of E/I.(Specification revised in the meeting of regional Co-ordinators held on 11.01.84 in the office of T.E.C.) (Vide Item No.5.1.3.1 of WRD Part-B, Pg No.-97) /(Common Part-A Page No.-195 Sl. No.- 2.02) | 0.0273 | hectare |
| 2 | Earth work in excavation of foundation trenches of toe wall,spillway,head regulator, outlet, intake well etc. as per designed section in all kinds of soil including moorum soil, soil mixed with kankar, pebbles and boulders upto 300mm size and disposal of the same (beyond 50 m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5 m as per specification and direction of E/l.(Vide Item No. - 5.1.14.1 of WRD Part -B, Pg No.-99) | 1689.08 | M |
| 3 | Earth work in excavation of foundation trenches of toe wall, spillway, head regulator, intake well and outlet etc. as per designed section in ordinary rock or soft rock (where blasting is not needed) (Vide classification of soil item-C) with disposal of soil (beyond 50 m from the edge of the trenches) with initial lead of 150 m and lift of 1.5 m as per specification and direction of E/l.(Vide Item No. - 5.1.15.2 of WRD Part -B , Pg No.-100) | 132.40 | M3 |
| 4 | Extra for wet earth all complete as per specification and direction of E/I.(Vide Item No. - 7.1.22 of WRD Part - B ,Pg No.-135) | 168.91 | M3 |
| 5 | Providing and laying P.C.C. or R.C.C. M-150 with nominal mix of (1:2:4) in various components of dam foundation with approved quality of 20mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well as of reinforcement, its cutting, bending, binding and placing but including necessary tools and plants and vibrating, curing, royalty and all taxes etc. complete job as per specification and direction of E/l.(Vide item No.- 5.3.6 of WRD, Pg No.- 109) / Vide Item No.-5.3.1.2 of BCD Part- B , Pg No.- 106 | 315.21 | M3 |
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