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NTID 44743270
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Inquiry NowNagar Panchayat Mailani Main W in Kheri - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Nagar Panchayat Mailani Main W" in Kheri, India.
Directorate of Local Bodies UP
Kheri, Uttar Pradesh, India
NTID 44743270
- Opening Date : Wed 8th April, 2026
- Closing Date : Wed 8th April, 2026
- ₹ 2903027.00
- NTID 44743270
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
-
EMD
290303.00 -
Document Cost
2714.00 -
Estimated Cost
2903027.00
BOQ Items Total Items : 35 | Total Qty : 8556.72
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. DSR 2.28 | 584.00 | sqm |
| 2 | Excavation in foundation soil (Loam clay or sand ) including lift upto 1.5 metre (5fts) and lead upto 30 Mtr ( 100fts) & including filling watering and ramming of excavated earth into the tremches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of suplus earth as directed Engineer in charge up to distance of 30m (100fts) from the foundation trenches. | 101.95 | cum |
| 3 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 61.09 | cum |
| 4 | Providing and laying cement concrete in ratio of 1:4:8 (1 Cement : 4 coarse sand (zone-III): 8 graded stone aggregate 20 mm nominal size ) including supply of all materials, labour and T&P etc required for proper completion of work. | 67.29 | cum |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level in ratio of 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) as per instruction of engineer incharge | 41.20 | cum |
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