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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
27 Nov 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Enginer PWD Division Poonch
Executive Enginer PWD Division Poonch
Treatment of Potholes on MT/BT from Dalan to Masjid via Gurudwara Ward No 01,Panchyat Dalan Poonch by way of Providing and Laying of WBM Grade-III,50mm thick BM and 25 mm thick Open Graded Premix Carpet including 6mm thick seal Coat
2025_PWDJK_295839_3
e-NIT No.73/2025-26 dated 20-11-2025
Open Tender
Civil Works
Percentage
15 days
Poonch
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Yes
Executive Engineer PWD Division Poonch
₹40,000
Yes
28 Nov 2025
20 Nov 2025
28 Nov 2025
20 Nov 2025
27 Nov 2025
20 Nov 2025
Supplying and stacking at site Graded crushed stone aggregate of size
53 mm to 22.4 mm
Stone Screening of size
11.2 mm nominal size (Type B)
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 density.
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. With medium setting bitumen emulsion. On W.B.M. /W.M.M. @ 0.4 Kg/sqm.
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.
2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-30 with no solvent.
Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.
Carriage of material by M.T incl loading/unloading & stacking complete
Stone agg. below 40 mm nominal size avg. Lead 15 Km by MT
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