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NTID 42777550
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Inquiry NowRemoval Of Potholes On Gandoh in Bhallessa - Complete Tender Details
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Public Works Department
Bhallessa, Jammu and Kashmir, India
NTID 42777550
- Opening Date : Tue 25th November, 2025
- Closing Date : Mon 24th November, 2025
- ₹ 1000000.00
- NTID 42777550
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
20000.00 -
Document Cost
600.00 -
Estimated Cost
1000000.00
BOQ Items Total Items : 8 | Total Qty : 6790.615
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). | 759.00 | Sqm |
| 2 | Supply and stacking at site ,Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required denisity . Graded Crushed stone aggregate of size 53mm to 22.4mm | 24.000 | Cum |
| 3 | Supplying and stacking at site Stone screening of size 13.2 mm nominal size (Type A) | 5.472 | Cum |
| 4 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom On bituminous surface @ 0.25 Kg/sqm | 1986.600 | Sqm |
| 5 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity | 18.343 | Cum |
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