Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date15 Jan 2025
Closing Date27 Jan 2025
Tender Amount₹ 23,62,449 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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All kinds of soil.

224.56

395

88724.59

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Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.

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-

-

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Ordinary rock

241.78

960

232288.24

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Hard rock (requiring blasting)

29.05

1593

46290.32

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Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.

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-

-

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All kinds of soil

146.31

192

28159.87

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Ordinary or hard rock

112.19

345

38724.16

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

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-

-

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1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

2.27

11072

25134.53

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

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-

-

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1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)

21.27

13730

292044.82

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1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

0.06

13028

833.83

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Centering and shuttering including strutting, propping etc. and removal of form for

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-

-

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Foundations, footings, bases of columns, etc. for mass concrete.

1.36

595

809.52

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Well steining

210.21

400

84123.74

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

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-

-

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Thermo-Mechanically Treated bars of grade Fe-500D or more.

1381.8

163

226205.3

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Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

31.79

178

5662.54

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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.

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-

-

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Electric resistance or induction butt welded tubes

456.65

295

134746.4

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Providing and fixing bolts including nuts and washers complete.

51.2

241

12383.96

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Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

49

1121

54937.92

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12 mm cement plaster of mix :

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-

-

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1:4 (1 cement: 4 fine sand)

2.88

526

1517.13

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Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :

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-

-

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Two or more coats on new work

14.82

212

3154.92

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Supplying and stacking at site.

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-

-

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63 mm to 45 mm size stone aggregate

51

2483

126649.71

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Carriage of materials by Motor Dinghi from Austin Creek (Panighat) to Hanspuri (Sea Shore) for 6.00 hours including To and Fro Journey).

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-

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Carriage of cement

9.8

3876

37984.8

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Carriage of Steel

1.95

3876

7550.45

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Carrriage of sand

10

6201

62016

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Carriage of Stone aggregate below 40mm nominal size.

30.61

6201

189830.98

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Carriage of Stone aggregate above 40mm nominal size.

45.39

6201

281490.62

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Carriage of materials from sea shore to work site at Hanspuri by Head load to an average lead of 3.00 km.

-

-

-

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Carriage of cement

9.8

1484

14550.06

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Carriage of Steel

1.95

3188

6211.59

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Carrriage of sand

10

3675

36753

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Carriage of Stone aggregate below 40mm nominal size.

30.61

3675

112500.93

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Carriage of Stone aggregate above 40mm nominal size.

45.39

3675

166821.87



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