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NTID 43072609
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💬 Talk to Our Bidding ExpertWidening Of Strengthening Work in Unnao - Complete Tender Details
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Public Works Department
Unnao, Uttar Pradesh, India
NTID 43072609
- Opening Date : Mon 15th December, 2025
- Closing Date : Mon 15th December, 2025
- ₹ 204700000.00
- NTID 43072609
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
3070000.00 -
Document Cost
2715.00 -
Estimated Cost
204700000.00
BOQ Items Total Items : 35 | Total Qty : 270492.8
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. I/C Labour Cess but Excluding GST | 45000.00 | cum |
| 2 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m I/C Labour Cess but Excluding GST. | 10604.00 | cum |
| 3 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.I/C Labour Cess but Excluding GST | 10423.30 | cum |
| 4 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.I/C Labour Cess but Excluding GST | 5974.00 | cum |
| 5 | 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, 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..I/C Labour Cess but Excluding GST | 968.00 | cum |
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