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NTID 43131796
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💬 Talk to Our Bidding ExpertProviding Laying Jointing And in Sarkaghat - Complete Tender Details
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Irrigation And Public Health Department
Sarkaghat, Himachal Pradesh, India
NTID 43131796
- Opening Date : Sat 20th December, 2025
- Closing Date : Fri 19th December, 2025
- ₹ 0.00
- NTID 43131796
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
54980.00 -
Document Cost
500.00 -
Estimated Cost
Refer Documents
BOQ Items Total Items : 16 | Total Qty : 4035.74
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavation in foundation and trenches etc. (for pipe and pits) in all depth and in all kind of soil such as pick work, jumper work, saturated soil, blasting soft and hard rock, chiseling soft and hard rock where blasting is prohibited in all lead and lift including trimming and dressing of side, leveling of beds to correct grade stacking the excavated soil after laying, jointing and testing of pipes, returning the useful soil trenches in 15 cm layers including consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated as per directed with in all leads and lifts shoring, strutting timbering and dewatering where ever required including restoration of paved surface to its original condition etc. complete in all respects within all leads and lift as per direction of Engineer-in-charge. in pick work. | 632.25 | Cum |
| 2 | Providing & laying cement concrete 1:4:8 (1cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth.Up to all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge. | 2.25 | Cum |
| 3 | Providing & laying cement concrete1:1.5:3 (1cement :1.5 sand : 3 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :- | ||
| 4 | Foundation,footing,bases of columns and the like & mass concrete.Up to all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge. | 4.50 | Cum |
| 5 | Wall (any thickness but not less than 0.10 mts.Thickness) Up to all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge. | 9.72 | Cum |
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