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Inquiry NowVikas Khand Dharchula Ke Gram , Dharchula - Tender Details
Explore tender information for Vikas Khand Dharchula Ke Gram in Dharchula, including eligibility, deadlines, and bid specifics.
RURAL WORKS DEPARTMENT
Dharchula, Uttarakhand, India
NTID 38916893
- Opening Date : Wed 22nd January, 2025
- Closing Date : Wed 22nd January, 2025
- ₹ 5550000.00
- NTID 38916893
Vikas Khand Dharchula Ke Gram Dugtu Me Eco Hut Ka Nirman
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
111000.00 -
Document Cost
4720.00 -
Estimated Cost
5550000.00
BOQ Items Total Items : 56 | Total Qty : 24002.58
# | Item | Quantity | Units |
---|---|---|---|
1 | Earth work in excavation by mechanical means (Hydraulic Excavat in foundation trenches or drains (not exceeding 1.5 m in width or 1 including dressing of sides and ramming of bottoms, lift upto 1.5 out the excavated soil and disposal of surplus excavated soil as direction of Engineer in charge upto 50 m distance.(All kinds of soil.) | 204.14 | cu.m |
2 | Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).All work upto plinth level | 24.90 | cu.m |
3 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) | 15.00 | cu.m |
4 | Providing and laying in position specified grade of reinforced cement Concrete Work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 47.08 | cu.m |
5 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). | 0.64 | cu.m |
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