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NTID 47285253
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💬 Talk to Our Bidding ExpertSpecial Repair Work Of Shahaba in Hardoi - Complete Tender Details
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Public Works Department
Hardoi, Uttar Pradesh, India
NTID 47285253
- Opening Date : Thu 5th November, 2026
- Closing Date : Thu 5th November, 2026
- ₹ 0.00
- NTID 47285253
Key Values: Document Cost: 679.00 | EMD: 22000.00 | Estimated Cost: 0.00
Tender Description
Special Repair Work Of Shahabad Pali Road Km-12 To Dariyapur Balbhadra Khempur Gutkamau Kachheliya Shankarpur Antawa Khanigawan 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
Costs
-
EMD
22000.00 -
Document Cost
679.00 -
Estimated Cost
Refer Documents
BOQ Items Total Items : 9 | Total Qty : 82.64
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits availble land with all lifts and leads, spreading, grading to required slope and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specitaion Clause 303 . Including Labour Cess but Excluding G.S.T. | 9.75 | Cum |
| 2 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 Including Labour Cess but Excluding G.S.T. ( Under CC ) | 3.15 | Cum |
| 3 | Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density Including Labour Cess but Excluding G.S.T. ( Under CC ) | 2.25 | Cum |
| 4 | Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.Including Labour Cess but Excluding G.S.T. | 4.5 | Cum |
| 5 | H.P Culvert Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302. Including Labour Cess but Excluding G.S.T. | 17.89 | Cum |
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