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NTID 38746076
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Corrigendum Reconstruction W, Kushinagar - Tender Details
Explore tender information for Corrigendum Reconstruction W in Kushinagar, including eligibility, deadlines, and bid specifics.
Public Works Department
Kushinagar, Uttar Pradesh, India
NTID 38746076
- Opening Date : Tue 25th March, 2025
- Closing Date : Tue 25th March, 2025
- ₹ 12840000.00
- NTID 38746076
Key Values: Document Cost: 2950.00 | EMD: 842000.00 | Estimated Cost: 12840000.00
Tender Description
Corrigendum : Reconstruction Work Of Nh-28 Baghnath To Gopalpur Link Road Via Mishri Dhadha In Kushinagar District
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
842000.00 -
Document Cost
2950.00 -
Estimated Cost
12840000.00
BOQ Items Total Items : 6 | Total Qty : 1806
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work cutting or in embankment to in Patri oridinary soil, excavation to be in the from of regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dressing the surface to required levels & slopes & also including 1.5m. lift & 30m. lead The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. distance as directed by the engineer-in-charge (Excluding Royalty) as per SI. No. 253. (Execluding G.S.T) | 11,200.00 | Cum |
| 2 | Construction of stablized granular sub-base by providing well graded material with 2% cement(OPC), spreading in uniform layers with motor grader/Tractor mounted appropriate equipment on prepaire suface mixing by mix in place method with rotavator at OMC, and compacting with smooth roller to achieve the desired density, complete as per clause 401. (Execluding G.S.T) | 908.50 | Cum |
| 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 wheeled 80-100 kn 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 T.S.C. 405. (Execluding G.S.T) | 862.50 | Cum |
| 4 | Providing and applying tack coat with bitumen VG- 10 grade using pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. (As per MORD Specification.). (Execluding G.S.T) | 8,625.00 | Sqm |
| 5 | 20 mm thick Open Graded Premix Carpet using bituminous Providing, laying and rolling of open graded premix surfacing of 20 mm thickness composed of 13.2 mm and 11.2 mm aggregates (Dala quarry) either using VG-10 grade bitumen to required line grade and level to serve as wearing coarse on a previously prepared base by manual means including mixing in a sutabule mixol laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. (As per MORD Specification). (Execluding G.S.T) | 8,625.00 | Sqm |
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