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NTID 44788966
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Inquiry NowConstruction Of A Cc Road In W in Bhadohi - Complete Tender Details
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Directorate of Local Bodies UP
Bhadohi, Uttar Pradesh, India
NTID 44788966
- Opening Date : Tue 28th April, 2026
- Closing Date : Mon 27th April, 2026
- ₹ 3143000.00
- NTID 44788966
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
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EMD
314000.00 -
Document Cost
3720.00 -
Estimated Cost
3143000.00
BOQ Items Total Items : 7 | Total Qty : 1182.25
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | CIVIL WORK | ||
| 2 | Earth work in filling in ordinary soil (Carted Earth), excavation to be in the form or regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layer including ramming & dressing the surface to required level and slopes and also including lift up to 1.5m and lead up to 8 KM the earth cutting to be deposited as spoil banks within 30m distance as per directed by Engineer in charge as per UPPWD SOR 2022 SI.No. 253. | 770.000 | Cum |
| 3 | Construction of granular sub base by providing well graded material spreading in uniform layer with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel rollar to achieve the desired density,complete as per Technical Specification clause 401. | 66.000 | Cum |
| 4 | Providing,laying,spreading and compacting stone aggregates of specific sizes (22.4-53 mm) to water bound macadam specification including spreading in uniform thickness,hand packing, hand ramming in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density. WBM Grading-III as per Technical Spcification clause 405. | 114.750 | Cum |
| 5 | Construction of un-reinforced, dowel jointed, at expansion and construction joints only plain cement concrete pavement M-30 grade thicknees as per design over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less 0.2 cum capacity and OPC appropriate weigh batcher using approved mix design,laid in approved fixed side fromwork (steel channel) laying fixing of 125 micron thick polythene firm wedge steel plate including leveling the fromwork as per drawing uploading the concrete with shovels rakes compacted using needle screed and polate vibrators and finished in sonnotous operation including provision of contraction and expention construction joints applying debonding strip primer scalant dowel bar near approaches to bridge/culvert and construction joints admixtures as approved curing compound (where specified) and water finishing to liner and grade as per drawing and technical specification clause 1501. | 229.500 | Cum |
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