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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 38640531
Opening Date : Fri 14th February, 2025
Closing Date : Fri 14th February, 2025
- ₹ 3130000.00
- NTID 38640531
Corrigendum : Reconstruction Work Of Pipra Balkudia Virath Road
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
313000.00 -
Document Cost
944.00 -
Estimated Cost
3130000.00
BOQ Items Total Items : 6 | Total Qty : 461
# | Item | Quantity | Units |
---|---|---|---|
1 | WBM Grading -3 Providing and laying spreading and compacting stone aggregates of specific sizes 22.4-53 mm to water bound macadam specification incluidng 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 interstices of coarse aggregate watering and compacting to the required dencity as per technical specification clause 405 | 15.00 | Cum |
2 | WMM +1% OPC Cement + 3.5% Emulsion Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site. Laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density. | 240.00 | Cum |
3 | Tack Coat Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 2,400.00 | SQM |
4 | 20mm thick Open-Graded Premix Carpet 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder 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. Case - I By Manual Means (I) Bitumen (S-90) | 2,400.00 | SQM |
5 | Seal Coat Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case - III : Type C (I) Bitumen (S-90) | 2,400.00 | SQM |

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