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NTID 45016079
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💬 Talk to Our Bidding ExpertRestoration Of Rain snow Damag in Lahul and Spiti - Complete Tender Details
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Irrigation And Public Health Department
Lahul and Spiti, Himachal Pradesh, India
NTID 45016079
- Opening Date : Fri 8th May, 2026
- Closing Date : Thu 7th May, 2026
- ₹ 250329.00
- NTID 45016079
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 : 6 | Total Qty : 108.95
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Cutting in earth work and disposal of excavated earth up to a lead of 20 metres in pick work complete as per direction of Engineer-in-charge. (100% pick work) | 6.19 | Cum |
| 2 | Excavation in foundations, trenches etc. in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20m in pick jumper work. (100% pick work) | 4.24 | Cum |
| 3 | Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering complete as per the direction of the Engineer-in-Charge- All work up to plinth level. | 1.06 | Cum |
| 4 | Providing and laying in position 1:1 :3 (1 cement : 1 coarse sand: 3 graded stone aggregate 20 mm nominal size) reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement complete as per the direction of the Engineer-in-Charge- All work up to plinth level. | 1.06 | Cum |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level in Mild steel and Medium Tensile steel bars or as per the direction of the Engineer-In-Charge. | 95.40 | Kg |
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