Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date15 Jun 2024
Closing DateCancelled
Tender Amount₹ 69,99,000 
Notes
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Costs

Summary

Improvement Of Link Road Rakna To Harna Via Razna By Way Of Bm Wbm G-iii And 25 Mm Thick Premix Carpet L 2.00 Kms Under City And Town Programme 2024 25

Description

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BOQ Items

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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 :

250

64212

256.85

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Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm

54.45

65565

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.

54.45

41825

768.15

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Supplying and stacking at site Stone screening of size 11.2 mm nominal size

4.35

5238

1204.15

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

7260

539781

74.35

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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.

363

3118514

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.

7260

1959111

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.

7260

736164

101.4

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Carriage of Material

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Carriage of Stone aggregates 40 mm and above at an avg distance of 20km by MT

54.45

24265

445.64

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Carriage of Stone aggregates 40 mm and above at an avg distance of 20 km by MT

544.5

223048

409.64

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Carriage of screeing at an avg distance of 20km by MT

47.91

19625

409.64

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Construction of Pucca Drain in km 1st on Link Road from Rakna to Hatna via Razna (L=49mtr)

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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 :70% Ordinary Rock 30%

39.2

12851

327.84

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Providing and laying of stone soling dry hand packed incl.cost of stone

4.9

5754

1174.45

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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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1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

4.9

25494

5202.9

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

13.23

75855

5733.6

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Centering and shuttering including strutting, propping etc. and removal of form work for: 4.6.1 Foundations, footings, bases for columns

117.6

33674

286.35

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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 cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete.50 mm thick with 20mm nominal size stone aggregate.

26.95

15149

562.15

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Carriage of Material

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Carriage of Sand at an avg distance of 20 km by MT

9.09

3723

409.64

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Carriage of Stone Aggregates at an avg distance of 20 km by MT

17.97

7361

409.64

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Carriage of Stone at an avg distance of 5 km by MT

4.9

1157

236.16



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