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NTID 45686387
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Inquiry NowSh- Construction Of Retaining in Sirmaur - Complete Tender Details
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Public Works Department
Sirmaur, Himachal Pradesh, India
NTID 45686387
- Opening Date : Fri 3rd July, 2026
- Closing Date : Thu 2nd July, 2026
- ₹ 991832.00
- NTID 45686387
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
BOQ Items Total Items : 5 | Total Qty : 531.68
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earthwork in excavation in all heights and depths in all kinds of soils for structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal all leads dressing of sides and bottom and backfilling in trenches with excavated suitable material. including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges. | 184.38 | Per cubic metre |
| 2 | Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clauses 802,803,1202 and 1203.1:4:8 (One cement: Four Sand:Eight graded stone aggregate)25mm nominal size including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge. | 77.49 | Per cubic metre |
| 3 | Providing and Laying of boulder apron laid in wire crate 4 mm dia Gl wire conforming to IS 280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10% extra cost for laps and joints laid with stone boulders weighing not less then 25 kg each as per drawing and technical specification s clause 1301. including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge. | 227.31 | Per cubic metre |
| 4 | Providing and laying filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 ( Six hundred) mimlimetre with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 (One thousand two hundred four point three point eight) within all leads lifts.and carriage of material as per the direction of the Engineer Incharge. | 16.50 | Per cubic metre |
| 5 | Providing weepholes in brick masonry/stone masonry plain reinforced concrete abutment, wing wall with 100mm Dia PVC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per entire satisfaction of the engineer-in-charge. | 26.00 | Each |
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