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 Yatri Bhawan To Kund Mandir Road By Way Of Providing/laying 150mm Thick Wbm Gradeii Shingling In Two Layers 75mm Thick Each, 75mm Thick Wet Mix Macadam 25mm Thick Ogpc With Seal Coat in Rajouri, Jammu & Kashmir, with an estimated contract value of Rs. 15,00,000. The bid opening date for this tender is 15-06-2024 and the last date for bid submission is 26-06-2024. 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

Works
Civil And Construction
Road Construction
Eprocure
Opening Date15 Jun 2024
Closing Date26 Jun 2024
Tender Amount₹ 15,00,000 
Notes
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Costs

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BOQ Items

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Providing, laying, spreading and compacting 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

103

194252

1885.95

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Drain clearance in soils; mixed with moorum/kankar/shingle/boulders; disposal lead upto 50m and lift upto 1.5m

92

30465

331.15

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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

1370

138918

101.4

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Bajree/Stone aggregates below 40mm nominal size for an av. 22 Kms distance.

76

32833

432.02

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Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.

330

50490

153

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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 capacityetc. complete (tack coat to be paid for separately).With paving Asphalt grade VG-30 with no solvent.

1370

367365

268.15

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Stone aggregate 63mm to 45mm size for an av. 22 Kms distance .

206

96745

469.64

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Surface/Berm dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.

640

15436

24.12

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Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete.

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Supplying and stacking at site stone screening of size (excluding carriage) 13.2 mm nominal size (Type A)

31

37328

1204.15

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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 63 mm to 45mm

206

158238

768.15

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Supplying and stacking of graded stone aggregate at site of size range. (Excluding Carriage) 63 mm to 45mm

206

248054

1204.15

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Sand for an av. lead 52 Kms distance .

8

6105

763.22

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Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc.and rerolling the subgrade

1040

2912

2.8



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