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💬 Talk to Our Bidding ExpertRenovation And Redevelopment O in Sahibabad - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Renovation And Redevelopment O" in Sahibabad, India.
Uttar Pradesh State Industrial Development Corporation Limited
Sahibabad, Uttar Pradesh, India
NTID 46786732
- Opening Date : Fri 9th October, 2026
- Closing Date : Fri 9th October, 2026
- ₹ 4652388.00
- NTID 46786732
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
109800.00 -
Document Cost
3010.00 -
Estimated Cost
4652388.00
BOQ Items Total Items : 58 | Total Qty : 89071.64
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavation of foundation in ordinary soil (Loam,clay or sand) including lift upto 1.5 M and lead upto 30 M and including filling watering and ramming of excavated earth into the trenches 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 30M from the foundation trencehs. SI No. 251 A | 97.92 | cum |
| 2 | Cement Concrete with 4cm gauge stone ballast coarse sand & cement in proportion of 1:4:8 In foundation and under floor including supply of all materials labour tools and plants etc required for proper completion of the work. | 126.67 | cum |
| 3 | Cement Concrete with 2 cm gauge approved stone ballast coarse sand & cement in the proportion of 1:2:4 including supply of all materials labour tools & plants etc reguired for proper complection of the work | 50.94 | cum |
| 4 | first class brick work(M-150 ) in 1:4 cement and coarse sand 2.20 F.M.mortar in super structure including necessary cutting and moulding of bricks as required and also honey comb brick work as per SI No.305(a) | 40.23 | cum |
| 5 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer-in-charge, including compacting each layer by rolling/ramming and watering, all complete as per drawing and direction of Engineer -in - charge | 183.6 | cum |
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