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Sehkari Ganna Vikas Samiti Ltd, Muzaffarnagar - Tender Details
Explore tender information for Sehkari Ganna Vikas Samiti Ltd in Muzaffarnagar, including eligibility, deadlines, and bid specifics.
Cane Development and Sugar Industry UP
Muzaffarnagar, Uttar Pradesh, India
NTID 39392335
Opening Date : Fri 28th February, 2025
Closing Date : Fri 28th February, 2025
- ₹ 3082000.00
- NTID 39392335
Sehkari Ganna Vikas Samiti Ltd. Rohana Kalan Mai Navnirmit Karaylya Bhawan Ke Parisar Mai Interlocking Tile Aur Mukhya Dwar Ka Nirman Karya.
Documents
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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
308200.00 -
Document Cost
1590.00 -
Estimated Cost
3082000.00
BOQ Items Total Items : 25 | Total Qty : 5817.04
# | Item | Quantity | Units |
---|---|---|---|
1 | Clearing Jungle including up rooting of rank vegetation grass, bush, wood, trees and sapling of Girth upto 30 cm measured at a height of 1 mt. Above ground level and removal of Rubbinsh upto a distance of 50 mt. outside the peripherv of area cleared. | 1184.50 | Sqm |
2 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including Lift upto 1.50 M and lead upto 30 M and including filling watering and ramming of excavated earth into the Tranches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer in charge upto a distance of 30 M from the foundation tenches. | 22.05 | Cum |
3 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.50mm nominal size derived from natural sources) | 36.23 | sqm |
4 | Cement concrete with 4cm gauge approved stone, ballast approved coarse sand cement in the proportion of 8:4:1 including supply of all material , labour and T&P etc. required for proper completion of the work. | 5.51 | Cum |
5 | First class brick work in 1:6 cement & coarse sand of 2.20 FM morter in foundation and plinth including supply of all matterial labour T&Petc.Required for proper completion of the work. | 36.23 | Cum |
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