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NTID 38995463
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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 38995463
- Opening Date : Fri 21st March, 2025
- Closing Date : Fri 21st March, 2025
- ₹ 1270000.00
- NTID 38995463
Key Values: Document Cost: 854.00 | EMD: 127000.00 | Estimated Cost: 1270000.00
Tender Description
Corrigendum : Special Repair Of Sherpur Kalan Link Road To Sherpur Khurd Link Road
Documents
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Buy This Document-
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
127000.00 -
Document Cost
854.00 -
Estimated Cost
1270000.00
BOQ Items Total Items : 6 | Total Qty : 2044.5
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | W.B.M (Grade-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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.. ( excluding GST) | 49.50 | Cum |
| 2 | Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.(including bitumen but excluding GST) | 600.00 | Sqm |
| 3 | Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 (13.2mm & 11.20mm in 2:1) mm aggregates either using penetration grade bitumen VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508.(including bitumen but excluding GST) | 600.00 | Sqm |
| 4 | Providing and laying seal coat sealing 6.7mm stone grit @0.009 cum per sqm the voids in a bituminous grade VG-10 @0.65kg per sqm surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510.(including bitumen but excluding GST) | 600.00 | Sqm |
| 5 | 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 | 135.00 | Cum |
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