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NTID 42992947
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Inquiry NowStructural Rehabilitation Meas in Hoshiarpur - Complete Tender Details
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World Bank
Hoshiarpur, Punjab, India
NTID 42992947
- Opening Date : Wed 31st December, 2025
- Closing Date : Wed 31st December, 2025
- ₹ 13725574.00
- NTID 42992947
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
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EMD
274511.00 -
Document Cost
1000.00 -
Estimated Cost
13725574.00
BOQ Items Total Items : 144 | Total Qty : 36133.21
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Clearing grass and removal of rubbish up to a distance of 50 meters outside the periphery of the area as per technical clause 201 of MORT&H specifications | 0.40 | Ha |
| 2 | Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications csr 24.16 (b) | 1169.00 | sqm |
| 3 | Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-30 @ 1.46kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications csr 24.25 (b) | 3919.00 | sqm |
| 4 | Providing and laying of premix sand seal coat premixed in Continuous type hot mix plant using specifiedfine aggregates and penetration grade bitumen VG-10 @ 0.68kg per sqm, laid to the specified levels,grade and cross fall complete as per technical clause 511 of MORT&H specifications (csr 24-24.28 (c) | 3919.00 | sqm |
| 5 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. (Csr 6-6.6) | 921.28 | cum |
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