Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date14 Jun 2024
Closing DateCancelled
Tender Amount₹ 89,09,000 
Notes
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Costs

Description

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BOQ Items

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Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone

236.94

661962

2793.8

... More
Hand Pack Stone Filling including cost of stone

56.66

53141

937.9

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

345.98

99071

286.35

... More
Supplying and stacking at site Graded crushed stone aggregate of size 90 to 45 mm

268.84

323723

1204.15

... More
Supplying and stacking at site Stone Screening 13.20 mm nominal size.

68.82

82869

1204.15

... More
Supplying and Stacking Graded Crushed Stone aggregate of size 63 to 45 mm

409.2

492738

1204.15

... More
Supplying and stacking at site Stone Screening 11.20 mm nominal size.

62.2

74898

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.

678.04

520836

768.15

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Providing laying, spreading and compacting graded stone aggregrate (size range 53mm to 0.075mm) to wet mis macdam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mix 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 specification and direction of engineer-in-charge.

409.2

771730

1885.95

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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 rapid setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm.

5456

168590

30.9

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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 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. (including all leads, lifts)

272.8

2343611

8590.95

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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).With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.

5456

1472301

269.85

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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, berm dressing.

5456

553238

101.4

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Surface dressing of the ground including removal of vegetation and inequalities not excedding 15cm deep and disposal of rubbish lead upto 50m and list upto 1.5m in all kinds of soil berm dressing.

14.4

34732

2412

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Carriage of Excavated Earth /Mulba By Mechanical Transport including loading, unloading and stacking at an average distance of 01 Kms

593.07

95442

160.93

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Carriage of stone aggregate 40 mm nominal size and above from an avg. Dis. of 10 Kms by MT

701.18

312473

445.64

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Carriage of Sand/stone aggregate below 40 mm nominal size from an avg. Dist of 20 Kms by MT

256.87

105301

409.94

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Carriage of stone from an avg. Dis. of 5 Kms by MT

172.52

40742

236.16



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