Public Works Department Tender
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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Macadamization Of Noonmia Dessan Road Including Interior Links Of Noonmia Village. in Kulgam, Jammu & Kashmir, with an estimated contract value of Rs. 78,46,200. The bid opening date for this tender is 27-05-2025 and the last date for bid submission is 11-06-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 May 2025
Closing Soon11 Jun 2025
Tender Amount₹ 78,46,200
Costs
EMD
₹ 1,56,924Document Cost
₹ 1,600Tender Fee
Refer Documents
Summary
Macadamization Of Noonmia Dessan Road Including Interior Links Of Noonmia Village.
Description
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Contact
Tender Id
2025_PWDJK_277757_5Tender No
08 /2024-25/RnB/Kul/1528-38 Dtd 26-05-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
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BOQ Items
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300mm Dia
14.64
1822
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400mm Dia
4.88
2605
-
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600mm Dia
4.88
4237
-
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Providing, laying, spreading and compacting 75 mm thick graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & 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 directions of Engineer-in-Charge including all leads, lifts, loading, unloading carriage of all materials Complete
525.6
1653
-
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Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen,spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specification etc. on WmM @ 0.75kg/Sqm including all carriages
7008
65
-
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Providing and laying 50mm thick 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 Batch Type /Drm Type Hot Mix Plant of 100-120 TPH / 60-90 TPH capacity Complete. incld: all carriages
350.4
7531
-
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Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped 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 density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type /Drm Type Hot Mix Plant of 100-120 TPH / 60-90 TPH capacity Complete. incld: all carriages
7008
256
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Providing and laying seal coat of premixed fine agg. (Passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 Kgs, 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 Incld: all carriages
7008
88
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Supplying /filling , laying , levelling and compacting of RBM in layers not exceeding 200mm in thickness over the dressed surface incld: all carriages complete Incld: all carriages
172.8
762
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P/L G.I Pipe of required diameter in required diameter to the required cross slope in proper position with proper cushion including trench excavation and refilling of excavated material as proper cushion including all carriages involved with loading and unloading all complete. 8" G.I Pipes
20
805
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