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NTID 44798820
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💬 Talk to Our Bidding ExpertRemoval Of Potholes On Sandhar in BASOHLI - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Removal Of Potholes On Sandhar" in BASOHLI, India.
Public Works Department
BASOHLI, Jammu and Kashmir, India
NTID 44798820
- Opening Date : Sat 18th April, 2026
- Closing Date : Fri 17th April, 2026
- ₹ 2000000.00
- NTID 44798820
Key Values: Document Cost: 600.00 | EMD: 40000.00 | Estimated Cost: 2000000.00
Tender Description
Removal Of Potholes On Sandhar Link Road (under Pothole Programme 2025-26)
Documents
Get Complete Tender Details Now - Download the Document!
Download Now – Only ₹200-
Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
-
Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
40000.00 -
Document Cost
600.00 -
Estimated Cost
2000000.00
BOQ Items Total Items : 9 | Total Qty : 4439.05
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Providing ,laying,spreading and compacting graded stone aggregate (range 53mm to 0.075mm) to Wet Mix Macadam (WMM) specifications including premixing the material with water at OMC in Mechanical Mix plant, carriage of mixed material by Tipper to site, for all leads and lifts, laying in uniform layers with mechanical paver finisher in sub base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and direction of Engineer-n-charge. | 90.00 | Cum |
| 2 | Laying, spreading and compacting stone aggregate of specified sizes to WBM II 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 density(150mm thick in two layers 75mm thick each layer). 63to 45mm. | 45.00 | Cum |
| 3 | 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 quipipped with electronic sensor to the reqired grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specification to achieve the desired compaction and density, complete as per specifications and directions of Engineering-in-Charge. a) 50 to 100mm compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity (including cost of Tack coat). | 15.00 | Cum |
| 4 | Provding and laying Semi dense Bituminous concrete using crused stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher quipipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled vibratory and tandem rollers, to achieve the desired compaction and denisity as per specifications, complete as per directions of Engineer-in-charge. a) 25mm campacted thickness with bituminen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in Drum type Hot Mix Plant of 60-90 TPH capacity (including cost of Tack coat). | 4217.85 | Sqm |
| 5 | Engagement Of Earth Excavator 7 H.P. for removal of slips In all kinds of soils. clearance Of side drain and disposal Of outside the periphery of thearea cleared by engaging of tractor trolly wherever required (all inclusive including POI) as per the directions of the Engineer in charge (LMR) | 15.00 | Hours |
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