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NTID 43234084
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💬 Talk to Our Bidding ExpertSpecial Repair Work Of Fatehab in Firozabad - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Special Repair Work Of Fatehab" in Firozabad, India.
Public Works Department
Firozabad, Uttar Pradesh, India
NTID 43234084
- Opening Date : Fri 26th December, 2025
- Closing Date : Fri 26th December, 2025
- ₹ 800000.00
- NTID 43234084
Key Values: Document Cost: 775.00 | EMD: 80000.00 | Estimated Cost: 800000.00
Tender Description
Special Repair Work Of Fatehabad Firozaabad Road In Km-2 To Bari Chauraha To Basai Mohhamadpur Shankarpur Madua Hote Huye Fatehabad Firozabad Road
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
BOQ Items Total Items : 7 | Total Qty : 1147.52
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Dry Lean Cement Concrete Subbase - Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. | 24.00 | Cum |
| 2 | Cement Concrete Pavement - Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing . | 45.60 | Cum |
| 3 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. but carted earth from a distence 3.00 Km | 69.60 | Cum |
| 4 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the 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 trenches. | 53.28 | Cum |
| 5 | Providing and laying cement concrete in 1:4:8 of not less than strength of M-15 Stone ballast (40 mm nominal size) approved coarse sand and cement, curing complete, Including cost of form work. In Foundation and floors. | 8.48 | Cum |
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