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NTID 43177888
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💬 Talk to Our Bidding ExpertSpecial Repair Of Nh-24 To Pah in Sitapur - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Special Repair Of Nh-24 To Pah" in Sitapur, India.
Public Works Department
Sitapur, Uttar Pradesh, India
NTID 43177888
- Opening Date : Tue 23rd December, 2025
- Closing Date : Tue 23rd December, 2025
- ₹ 14220000.00
- NTID 43177888
Tender Description
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
911000.00 -
Document Cost
2715.00 -
Estimated Cost
14220000.00
BOQ Items Total Items : 13 | Total Qty : 39669.94
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size 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 nterstices of coarse aggregate ,watering and compacting to the required density | 194.00 | Cum |
| 2 | Providing and applying tack coat with bitumen VG-10 using Bitumen Boiler with sprayer at the rate of 0.30 kg per sqm on the prepared surface cleaned with hydraulic broom as per MoRT & H Specifications Clause 503 complete in all respects. | 11310.00 | Sqm |
| 3 | Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm 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 . | 11310.00 | Sqm |
| 4 | Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . | 11310.00 | Sqm |
| 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 M 30 (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 | 328.50 | Cum |
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