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NTID 46691676
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Inquiry Now12 M l d Patanala M p s K Pa in Kannauj - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "12 M l d Patanala M p s K Pa" in Kannauj, India.
Directorate of Local Bodies UP
Kannauj, Uttar Pradesh, India
NTID 46691676
- Opening Date : Wed 30th September, 2026
- Closing Date : Wed 30th September, 2026
- ₹ 3165000.00
- NTID 46691676
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
63300.00 -
Document Cost
3776.00 -
Estimated Cost
3165000.00
BOQ Items Total Items : 18 | Total Qty : 111.615
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavation of earth in ordinuy soil (loam clay or and) including lift upto 1.5 m and lead upto 50 m.filling, watering and ramming of excavated carth in between the building and sides of the foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50 m from the center of the foundation trenches.Item-1001 | 16 | CUM |
| 2 | Concrete with 40 mm gauge Ist class brick ballast, local sand and cement in proportion (8:4:1) in foundation including supply of all materials, labour, T&P etc required for proper compition of work. | 1.6 | CUM |
| 3 | R.C.C. Work in Foundation with cement, coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 excluding supply of reinforcement and it bending but including its fixing and binding the same with 0.5 mm thick binding wire (to be supply by the contractor) centering nd shuttering supply of all materials, labour, T&P etc required for proper compition of work. | 14.4 | CUM |
| 4 | R.C.C. Work cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 excluding supply of reinforcement and it bending but including its fixing and binding the same with 0.5 mm thick binding wire (to be supply by the contractor) centering nd shuttering supply of all materials, labour, T&P etc required forproper compition of work. i same as item no 9(a) but in Column | 9.8 | CUM |
| 5 | same as item no 9(a) but in slab | 2.865 | CUM |
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