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NTID 39134805
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Corrigendum Special Repair O, Ghazipur - Tender Details
Explore tender information for Corrigendum Special Repair O in Ghazipur, including eligibility, deadlines, and bid specifics.
Public Works Department
Ghazipur, Uttar Pradesh, India
NTID 39134805
- Opening Date : Thu 20th March, 2025
- Closing Date : Thu 20th March, 2025
- ₹ 3980000.00
- NTID 39134805
Key Values: Document Cost: 2714.00 | EMD: 398000.00 | Estimated Cost: 3980000.00
Tender Description
Corrigendum : Special Repair Of Ghazipur Bahariyabad Road To Niyaw Link 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
398000.00 -
Document Cost
2714.00 -
Estimated Cost
3980000.00
BOQ Items Total Items : 6 | Total Qty : 850
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes 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 interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(Including all material T&P, labour cess etc but excluding GST) | 75.00 | cum |
| 2 | 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 than0.2 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, admixture | 225.00 | cum |
| 3 | Excavation in soil using Hydraulic Excavator 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 equirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m | 360.00 | cum |
| 4 | Plain cement concrete 1:3:6 (M-10) nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days As per SOR SI No 280 | 55.00 | cum |
| 5 | Plain/Reinforced Cement Concrete (M-20) in Open Foundation complete as per Drawing and Technical Specifications As per SOR SI No 287b | 127.00 | cum |
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