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NTID 47230979
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Inquiry NowGram Panchayat Sishat Me Gram in Etawah - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Gram Panchayat Sishat Me Gram " in Etawah, India.
Commissioner Rural Development UP
Etawah, Uttar Pradesh, India
NTID 47230979
- Opening Date : Thu 5th November, 2026
- Closing Date : Thu 5th November, 2026
- ₹ 1271430.00
- NTID 47230979
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
64000.00 -
Document Cost
2000.00 -
Estimated Cost
1271430.00
BOQ Items Total Items : 9 | Total Qty : 439.01125
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavation in foundation in Ordinary Soil (Loam Clay or Sand) Including Lift upto 1.50mtr. And Lead upto 30 mtr and including filling watering and ramming of excavated earth in to the trench or into the space between the building and sites of foundation trunches or into the plinth and removal and disposal of surplus earht edge directed by the Engineer in Charge of 30 mtr from the foundation trunches. as per Sl.No. 251 (Ch-4) | 36.1 | m3 |
| 2 | E/W in Cutting in Embakement ir ordinary soil Excavation to be in the from of regular pits not I/c all complete etc. as per Sl.No. 253 | 105.13125 | m3 |
| 3 | Concrete with 4Cm. Gauge stone ballast and fine sand and cement in 1:4:8 in foundation I/c all complete etc. as per Sl.No. 273 | 18.05 | m3 |
| 4 | First class brick work in 1:4 cement and coarse sand of 2.25 FM Mortar in foundation plinth including supply of all materials labour and T&P etc. required for proper completion of work as per Sl.No. NS Ch-6) | 39.29 | m3 |
| 5 | 12 mm cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers and rounded angles not exceeding 80 mm in girth and finished even and smooth etc. as per Sl.No. 3 (13.4) Ch- 13 | 96 | m2 |
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