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Corrigendum Spacial Repair O, Mahrajganj - Tender Details
Explore tender information for Corrigendum Spacial Repair O in Mahrajganj, including eligibility, deadlines, and bid specifics.
Public Works Department
Mahrajganj, Uttar Pradesh, India
NTID 38915902
Opening Date : Tue 21st January, 2025- Closing Date : Tue 21st January, 2025
- ₹ 4090000.00
- NTID 38915902
Corrigendum : Spacial Repair Of Maharajganj Nichlaul Road To Mundera Kala Link Road (vr) In Financial Year 2024-25 (lot No- 02/08)
Key Values: Document Cost: 2714.00 | EMD: 404000.00 | Estimated Cost: 4090000.00
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
404000.00 -
Document Cost
2714.00 -
Estimated Cost
4090000.00
BOQ Items Total Items : 2 | Total Qty : 480
| # | 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 MORD Specification & Clause No. 405(A), 4.7(3)(A) complete in all respect as per directions of Engineer in charge. (Including Labour Cess & Roylty) (GST will be paid extra as applicable) | 120.00 | Cum |
| 2 | CC Road 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 OPC cement, 350 Kg per Cum 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. As per MORD Specification & Clause No. 1501, 6.4 complete in all respect as per directions of Engineer in charge. (Including Labour Cess & Roylty) (GST will be paid extra as applicable) | 360.00 | Cum |
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