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Construction Of Work In Vishka, Fatehabad - Tender Details
Explore tender information for Construction Of Work In Vishka in Fatehabad, including eligibility, deadlines, and bid specifics.
Haryana Government
Fatehabad, Haryana, India
NTID 39061341
Opening Date : Fri 31st January, 2025- Closing Date : Fri 31st January, 2025
- ₹ 504674.00
- NTID 39061341
Construction Of Work In Vishkarma Chopal W. No. 11 Bhuna
Key Values: Document Cost: 1000.00 | EMD: 10000.00 | Estimated Cost: 504674.00
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 : 7 | Total Qty : 1797.22
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Civil Work | ||
| 2 | [4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate] | 108.000 | cum |
| 3 | [6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate] | 11.250 | cum |
| 4 | [6.16]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 four 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). [Through Rate] | 30.250 | cum |
| 5 | [6.33.3]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level 3. Cold twisted bars [Through Rate] | 1600.000 | Kg. |
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