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4- Delhi Moradabad Bareilly ra, Moradabad - Tender Details
Explore tender information for 4- Delhi Moradabad Bareilly ra in Moradabad, including eligibility, deadlines, and bid specifics.
Moradabad Development Authority
Moradabad, Uttar Pradesh, India
NTID 39352597
Opening Date : Mon 3rd March, 2025- Closing Date : Sat 1st March, 2025
- ₹ 3410196.00
- NTID 39352597
4- Delhi Moradabad Bareilly/rashtriya Rajmarg (nh-09) Ke Samanantar Chanage Sankhaya150.126 Se 149.786 Km Ke Madhaya Service Road Ka Nirman Karya.
Key Values: Document Cost: 590.00 | EMD: 68300.00 | Estimated Cost: 3410196.00
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
68300.00 -
Document Cost
590.00 -
Estimated Cost
3410196.00
BOQ Items Total Items : 7 | Total Qty : 2266
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavation in foundation in ordinary soil (Loam,Clay or Sand) including lift upto 1.5 m lead upto 30m and including filling watering and ramming of excavated earth into the tranches or into the space between the building & the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the E/I. upto a distance of 30M from the foundation trenches. (where machine can not reach/move). For building work only. (PWD SI No-251)/2022 | 48.00 | cum |
| 2 | Earth Work in cutting or in embankment in ordinary soil , excavation tobe in the form of regular pits not exceeding 1/2 meter(20") depth andearth work in embankment to be in 2 cm. (8") layers including rammingand dressing the surface to requred levels and slopes and also including1.50 M(5ft.)lifts and 30 M (100ft.) lead. The earth from cutting to be usedin 30M(100ft.) distance as directed by the engineer in charge cartage 8km distance. | 140.00 | cum |
| 3 | Concrete with 4 cm. gauge stone ballast, coarse sand and cement in proportion of 1:4:8 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work.( S.I NO. 281/CH-5/2022 | 24.00 | cum |
| 4 | M-150 brick work in 1:4 (one cement and four coarse sand of 2.25F.M. mortar) in foundation and including supply of all material and T &P etc. required for proper completion of work. (S.I. 307A) Toe wall | 50.00 | cum |
| 5 | Concrete with 20mm. gauge stone ballast, coarse sand and cement in proportion of 1:2:4 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work.( S.I NO. 279A/CH-5/2022 | 4.00 | cum |
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