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NTID 44665259
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💬 Talk to Our Bidding ExpertResidual Work Of Punasi Spill in Deoghar - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Residual Work Of Punasi Spill " in Deoghar, India.
- Opening Date : Sat 4th April, 2026
- Closing Date : Thu 2nd April, 2026
- ₹ 7038080.00
- NTID 44665259
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
141000.00 -
Document Cost
10000.00 -
Estimated Cost
7038080.00
BOQ Items Total Items : 13 | Total Qty : 12170.402
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earthwork in Excavation of cut-off trenches by hydraulic machine in grade A & B type of soil including morroum soil ,soil mixed with kankar ,pebbles & boulder upto 300 mm size and disposal of the same beyond 150 m upto 0.5 km from centre of the trench with all lifts by tipper including construction & maintainance of haul road all complete as per specification and direction of E/I.Vide SOR WRD 5.1.9.1 | 473.850 | M3 |
| 2 | Plain/Reinforced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M15 Case II PCC Grade M15 using batching plant & manual placing Vide SOR RCD 12.08 A II | 52.650 | M3 |
| 3 | Providing rough dressed random rubble stone masonary in CM (1:4) in foudation with approved quality of coarse sand of requisite F.M. (2.5 to 3) washed and screened with raking out joints, curing, scaffolding and its removal where ever required including royalty and all taxes etc. complete job as per specification and direction of E/l. Vide SOR Common 4.28 | 280.800 | M3 |
| 4 | Earth work in filling foundation trenches or back filling of masonry structure with suitable earth in layers not exceeding 150mm thick well watered, rammed and fully compacted and finely dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5m complete as per specification and direction of E/l. Vide SOR WRD 6.1.16 | 205.300 | M3 |
| 5 | Earthwork in Lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30 m and lift of 1.5m including the cost of formation of subgrade of canal lining ,profiling,levelling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design ,specification and direction of E/I. Vide SOR WRD 7.1.21 | 2628.126 | M3 |
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