Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date31 Dec 2024
Closing Date5 Jan 2025
Tender Amount₹ 38,00,000 
Notes
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Costs

Description

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BOQ Items

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

122.7

5733

703512.72

... More
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with:Cement mortar 1:6 (1 Cement : 6 coarse sand)

99.06

5402

535211.27

... More
Dry random rubble masonry with hard stone in foundation and plinth: 7.3.1 With bond stone.

124.29

2793

347241.4

... More
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc.complete.

54

562

30356.1

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Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

67.5

416

28113.75

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Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns

204

286

58415.4

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Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.

54

562

30356.1

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CEMENT PLASTER (IN FINE SAND) 12mm Cement plaster of mix:1 : 6 ( 1 cement : 6 fine sand)

84

266

22360.8

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Carriage of sand avg.Lead to 10 km by MT

110

279

30694.4

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Carriage of stone aggregates below 40 mm avg.Lead to 10 km by MT

204

279

56924.16

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Carriage of stone aggregates above 40 mm avg.Lead to 10 km by MT

14.98

303

4539.54

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Carriage of stone avg.Lead to 10 km by MT

223

44

9927.96

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Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :

108

256

27739.8

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Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.5 mm

67.5

1204

81280.13

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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

67.5

768

51850.13

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Supplying and stacking at site Graded crushed Stone screening of size 11.2 mm nominal size (Type B)

10.35

1204

12462.95

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Supplying and stacking at site Moorum

5.4

668

3612.33

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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 specifications.1 On W.B.M. @ 0.75 Kg/sqm

2970

74

220819.5

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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-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.

45

8590

386592.75

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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 capacity etc. complete (tack coat to be paid for separately).

900

269

242865

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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

900

101

91260

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Berm Dressing of Shoulders of Good Earth including consolidation all commplete job.

60

281

16878

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Carriage of MATERIALS By Mechanical Transport including loading, unloading and stacking. Screening and Moorum Avg. lead to 25 km by MT.

15.75

909

14331.56

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Carriage of MATERIALS By Mechanical Transport including loading, unloading and stacking. Stone agg Below 40 mm Avg. lead to 25 km by MT.

67.5

407

27535.95



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