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NTID 38753189
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Corrigendum Construction Wor, Kushinagar - Tender Details
Explore tender information for Corrigendum Construction Wor in Kushinagar, including eligibility, deadlines, and bid specifics.
Public Works Department
Kushinagar, Uttar Pradesh, India
NTID 38753189
Opening Date : Tue 25th March, 2025
Closing Date : Tue 25th March, 2025
- ₹ 9720000.00
- NTID 38753189
Corrigendum : Construction Work Of Link Road From Dharampur Shiv Mandir To Mathiya Siwan Pitch In Dist Kushinagar.
Documents
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
686000.00 -
Document Cost
2950.00 -
Estimated Cost
9720000.00
BOQ Items Total Items : 14 | Total Qty : 2154.02
# | Item | Quantity | Units |
---|---|---|---|
1 | (Construction of Embankment with Material obtained from Right of Way) Construction of embankment with approved material obtained from Right of Way with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.(Excluding GST) | 3,200.00 | Cum |
2 | Providing,laying and spreding material on a prepared Sub grade adding cement @ 2% by wet to the spred material manually mixing in aplace Rotavator and compcting with the road roller at OMC to achive the desired unconfined Compressive strength and to form a Layer of Sub Base.. (Excluding GST) | 702.00 | Cum |
3 | Providing,laying and spreding material on a prepared Sub Base, cement @ 4% by wet to the spread material manually mixing in place Rotavator and compcting with the road roller at OMC to achive the desired unconfined Compressive strength and to form a Layer of Base. (Excluding GST) | 675.00 | Cum |
4 | Providing and applying tack coat with bitumen (VG-10)using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Speicification Clause 503 including cost of bitumen (VG-10)(Excluding GST) | 6,750.00 | sqm |
5 | Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously Prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity finished to required lavel and grades to be followed by seal coat as per Techincal Specification clause 508 including cost of bitumen.(Excluding GST) | 6,750.00 | sqm |

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