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NTID 43203286
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Inquiry NowConstruction Of Pcc Road From in Pakur - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Pcc Road From " in Pakur, India.
- Opening Date : Wed 24th December, 2025
- Closing Date : Mon 22nd December, 2025
- ₹ 3062894.00
- NTID 43203286
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
62000.00 -
Document Cost
5000.00 -
Estimated Cost
3062894.00
BOQ Items Total Items : 22 | Total Qty : 3927.7
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth so obtained ( 50 m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m all complete as per sepecification and direction of E/I . SOR WRD part-B pageno.-119(6.1.8) | 191.36 | M3 |
| 2 | Earth work in excavation of foundation trenches of toe wall, spillway, head regulator, outlets, intake wells etc, as per designed section in ordinary of soft rock(where blasting is not needed) (vide classification of soil itam-C) with disposal of soil ( beyond 50m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m as per specification and direction of E/I. (5.1.15.2) Part B, WRD, page no.100. | 47.84 | M3 |
| 3 | Providing and laying in position cement concrete of specified grade 1:2:4 (1cement :2coarse sand (Zone-iii):4grade stone aggregate 20mm nominal size ) part -B , BCD -5.3.1.2 . | 41.40 | M3 |
| 4 | Providing ramdom rubble stone masonary in c.m. (1:4) in foundation and plinth with hammer dressed stone of less then 0.03 m3 in volume and clean coarse sand of F.M.2.to 2.5 including cost of screening , racking out joints, to 20mm,depth, curing taxes and royality all complete as per bulding specification and direction of E/I (5.2.28) PART A PAGE 204 . | 101.20 | M3 |
| 5 | Providing ramdom rubble stone masonary in c.m. (1:4) in superstructure and with hammer dressed stone of less then 0.03 m3 in volume and clean coarse sand of F.M.2.to 2.5 including cost of screening of materials,Scaffolding, racking out joints, to 20mm,depth, curing texas and royality all complete as per bulding specification and direction of E/I (5.2.31) PART A PAGE 204 . | 85.10 | M3 |
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