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NTID 38838222
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Corrigendum Construction Of , Deoria - Tender Details
Explore tender information for Corrigendum Construction Of in Deoria, including eligibility, deadlines, and bid specifics.
Public Works Department
Deoria, Uttar Pradesh, India
NTID 38838222
- Opening Date : Tue 25th March, 2025
- Closing Date : Tue 25th March, 2025
- ₹ 7931000.00
- NTID 38838222
Key Values: Document Cost: 2950.00 | EMD: 597000.00 | Estimated Cost: 7931000.00
Tender Description
Corrigendum : Construction Of Connecting Road From Sirjam Asanhar Pitch To Parsiya Tola Via Parsiya Sanda Dakshin Tola 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
597000.00 -
Document Cost
2950.00 -
Estimated Cost
7931000.00
BOQ Items Total Items : 10 | Total Qty : 16153.04
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work in cutting or embankment in ordinary soil loam, clay or sand in patries on both side of road including ramming dressing required to proper completion of work including all labourT&P etc . as per S.I. NO. 253(Excluding GST) | 1300.00 | cum |
| 2 | Granular Sub-Base with Coarse Graded Material (Table:- 400, 1) (A) By Mix in Place Method 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 at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MORD Technical Speicification Clause 401 For Gradingh 1 Material (Excluding GST) | 572.10 | cum |
| 3 | cement treated Base 4% cement opc WBM G-3 Providing laying and spreading materials on a prepared sub base, cement opc @ 4% by weight to the spread Material manually, mixing in place withh rotavator and compressive strenght and to form a layer of base.(Excluding GST) | 329.06 | cum |
| 4 | Providing, laying, WBM Grade-3 with 22.4-53mm size Stone Ballast, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled static roller 8-10 tonnes 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. Grading 3 as per clause 405.3 (Including all taxes required & i/c hire charges of road roller)(Excluding GST) | 50.63 | cum |
| 5 | 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,(Excluding GST) | 101.25 | cum |
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