Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date30 Oct 2024
Closing Date20 Nov 2024
Tender Amount₹ 20,00,000 
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 :-

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-

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1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

9.9

4826

47782.35

... More
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

53.1

5733

304454.16

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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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

1.5

6591

9886.88

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

237

286

67864.95

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Providing / laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller 8 to 10 tonne capacity etc. complete. Base course with 63mm to 45mm size including stone screenings 13.2mm size ( 150mm thick )

216.72

2224

481985.28

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Providing/ Laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete Base course with 53mm to 22.4mm size including stone screenings 11.2 mm size ( 75mm thick )

104.96

2308

242247.68

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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. 30 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity .incl. Tack Coat @ 0.75 Kg. / Sqm. ( Complete Job )

1354.5

425

575662.5

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

49.72

218

10858.85

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Carriage of Material Transport including loading unloading complete by MT :-

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-

-

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Sand avg. lead upto 5.00 km.

30.3

200

6082.42

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Stone agg. lead upto 10.00 km.

57.39

279

16014.11



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