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Corrigendum Reconstruction O, SHRAWASTI - Tender Details
Explore tender information for Corrigendum Reconstruction O in SHRAWASTI, including eligibility, deadlines, and bid specifics.
Public Works Department
SHRAWASTI, Uttar Pradesh, India
NTID 38837893
Opening Date : Wed 5th February, 2025- Closing Date : Wed 5th February, 2025
- ₹ 4550000.00
- NTID 38837893
Corrigendum : Reconstruction Of Jhukiya To Ghuranpur Link Road Km.-1 In Financial Year 2024-25 Including Five Year Maintenance Work.
Key Values: Document Cost: 2715.00 | EMD: 430000.00 | Estimated Cost: 4550000.00
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
430000.00 -
Document Cost
2715.00 -
Estimated Cost
4550000.00
BOQ Items Total Items : 7 | Total Qty : 8125
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Providing, laying, spreading and compacting stone aggregated of 22.4-53mm gauge sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 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 as per (MORD) Technical Specification Clauses 405. | 225.00 | Cum |
| 2 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC cement + 3.50% Emulsion in uniform layers with paver in sub base/base coarse on well prepared surface and compacting with vibratory roller to achive the desired density. | 240.00 | Cum |
| 3 | 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. | 90.00 | Cum |
| 4 | Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 to 0.40 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 2400.00 | Sqm |
| 5 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 either Type A or Type B or Type C as per Technical Specification Clause 508. | 2400.00 | Sqm |
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