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NTID 43233977
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💬 Talk to Our Bidding ExpertVikas Khand Ghosi Gram Panchay in Mau - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Vikas Khand Ghosi Gram Panchay" in Mau, India.
Director Cum Chief Engineer RED
Mau, Uttar Pradesh, India
NTID 43233977
- Opening Date : Wed 24th December, 2025
- Closing Date : Wed 24th December, 2025
- ₹ 1490000.00
- NTID 43233977
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
30000.00 -
Document Cost
1016.00 -
Estimated Cost
1490000.00
BOQ Items Total Items : 9 | Total Qty : 2361.94
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Dismantling of Bricks on Edge Soling including all. directed by the Engineer- In-Charge | 500.00 | cum |
| 2 | Earth work in cutting or embankment in ordinary soil excavation to be in form of regular pits not exceeding 0.50 metre depth and earth work in embankment to be in 20Cm (8") layers including ramming and dresing the surface to required level and slope but soil taken from 1 Km cartage as per SI. No 253 & cartage 1KM | 206.00 | sqm |
| 3 | Bricks on Edge Soling including all as per S.I.786 (Labour rate only) | 500.00 | sqm |
| 4 | Excavation in foundation in ordinary soil (Loam clay, or sand ) including lift upto 1.5 m & lift up to 30.0 Mtr & including filling,watering and ramming ofexcavated earth in to the trenches or in to the space between the building and the sides of foundataion trenches or in to the plinth and removal & disposal of surplus earth as directed by the Engineer- In-Charge up to a distance of 30.0 Mtr from the foundation trenches as per SI. N0. 251. | 50.80 | cum |
| 5 | Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement in proportion of 12:6:1 in foundation and under floors, including supply of all materials, labour and T&P etc. required for proper completion of the work.as per SI. N0. 273 | 62.87 | cum |
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