Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Excavation
Eprocure
Opening Date1 Feb 2025
Closing Date7 Feb 2025
Tender Amount₹ 38,80,000 
Notes
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Costs

Summary

Construction Of Road From Siot Bhaker Connecting Talla Basti

Description

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BOQ Items

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DO_NOT_SHOW

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Supplying and stacking at site stone dust (excluding carriage)

32

770

24640

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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

402

768

308796.3

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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

201

1885

379075.95

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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, cleani preparing the existing road surface as per specifications.On W.B.M. @ 0.75 Kg/sqm.

2680

74

199258

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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-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity

134

8734

1170469.9

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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.

2680

268

718642

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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

2680

101

271752

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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.

620

24

14954.4

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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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Sand for an av. lead 65 Kms distance .

16

906

14507.84

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Bajree/Stone aggregates below 40mm nominal size for an av. 15 Kms distance.

149

344

51329.01

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Stone aggregate 63mm to 45mm size for an av. 15 Kms distance .

402

374

150544.98

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Stone dust for an av.lead of 15 Kms distance .

32

344

11023.68



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