Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date10 Aug 2024
Closing DateCancelled
Tender Amount₹ 26,19,000 
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)

205.87

1180376

5733.6

... More
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

1.8

14019

7788.6

... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more

216

26611

123.2

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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

55.2

104104

1885.95

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Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm

55.2

66469

1204.15

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Supplying and stacking at siteStone screening of size 13.2 mm nominal size (Type A)

8.46

10187

1204.15

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Supplying and stacking at site stone dust

4.41

3395

770

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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

55.2

42401

768.15

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Providing and applying tack coat using hot straight run bitumen of grade –VG-30, 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

368

27876

75.75

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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.

18.4

160721

8734.85

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Providing and laying tack coat using hot straight run bitumens of grad-VG-30 including heating the bitumen, spraying the bitumens with mechnically operated spray unit fitted on bitumen boiler ,clenaing and preparing the existing road surface as per specifications.On Bitunen surface @0.50 kg/sqm

368

20644

56.1

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2.5 cm premix carpet surfacing with 2.29cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52kg 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

368

98679

268.15

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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-30 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.

368

37848

102.85

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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. 50 mm thick with 20 mm nominal size stone aggregate.

33

18550

562.15

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

666

190709

286.35

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Centering and shuttering including strutting, propping etc. and removal of form work for: sSuspended floors, roofs, landings, balconies and access platforms

3

2154

718.2

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Centering and shuttering including strutting, propping etc. and removal of form work for: Edges of slabs and breaks in floors and walls Under 20 cm wide

13.6

3565

262.2

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Filling with RBM including carraige

295.2

132840

450

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Dumping of stones excluding the cost of stone

45.24

42430

937.9

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Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications

23

14694

638.9

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carraiges of Materials by Mechanical Transport

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-

-

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sand and stone dust for avg 30 km by MT

111.55

58043

520.34

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aggregate above 40 mm for avg 30 KM BY mt

72.95

41263

565.64

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aggregate below 40 mm for avg 30 KM BY mt

204.97

106654

520.34

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stone for avg 30 km by Mt

45.24

27691

612.11



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