Public Works Department Tender

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Public Works Department - PWD Tender

Works
Eprocure
Opening Date25 Jul 2019
Closing Date30 Jul 2019
Tender Amount₹ 3,80,000 
Notes
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Costs

Description

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BOQ Items

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Cement concrete 1:1½:3 with stone agg. 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centering and shuttering, laid in position complete in all respects (HSR 10.82 + 10.95 (a))

2.58

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500 EQR steel bars for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding and placing in position complete. (HSR 18.22)

3.86

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Pdg. & Fixing galvanised melleable Iron steps imbeded in Cement Mortar 1:2 having angle of size 40 x 40 x 3mm complete in all respect i/c wrought iron and mild steel ladders, framed grills, gratings etc., with ends of bars rivetted or forged framed window guards, barred iron doors, etc., including fixing in position. (HSR 18.10)

0.23

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Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below. a) Top layer Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4 mm with uniformity coefficient 2.0 to 3.0) from Ghaggar or other approved source (HSR 28.50a)

33.48

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Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below. b) Second layer Coursed sand screened, cleaned and washed and graded from 3 mm to 6 mm (from Ghaggar or approved equivalent quarry) (HSR 28.50b)

6.28

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Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below. c) Third layer Bajri (coursed) screened and washed graded from 20 mm to 25 mm (from Ghaggar or approved equivalent quarry) (HSR 28.50c)

6.28

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Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below. e) Bottom layer (e) Broken stone,screened, washed and graded from 50 mm to 75 mm (from Ghaggar or approved equivalent quarry) (HSR 28.50e)

6.28

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Wire crates 1.20m X 1.20m from all directions of G.I. Wire, filled with boulders with square-cut faces, against the wire- (a) 4.00 mm dia , G.I. Wire, 25cm X 7.5 cm mesh (diagonal wise) (HSR 23.38 (a))

9.89

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G.I. Main Hole Cover (NS)

2

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Providing fixing PVC Rain water pipe 6Kg Pressure of ISI mark in cement mortar during masonry work. (b) 150 MM dia PVC pipe 6 Kg. Pressure. (HSR 13.89 (b))

253

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Providing fixing PVC Rain water pipe 6Kg Pressure of ISI mark in cement mortar during masonry work. (a) 100 MM dia PVC pipe 6 Kg. Pressure. (HSR 13.89 (a))

4

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First class brick laid in cement sand mortar 1:4 in foundation and plinth. (HSR 11.4)

24.1

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12 mm thick cement plaster 1:4 (HSR 15.5)

120.43

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CONSTRUCTION BRICK MASONRY INSPECTION CHAMBER SIZES AS GIVEN BELOW UPTO 0.60 METRE AVERAGE DEPTH in cement mortar 1:5 LIME CONCRETE with 40 percent lime mortar 2:3 in foundation cement concrete 1:2:4 BENCHING 12mm THICK CEMENT PLASTER 1:2 with a floating coat of 1mm thick of neat cement R.C.C.1:2:4 SLAB 100mm THICK /C.C.TOPPING 50 mm THICK WITH 455 MMx455MM/455MMx610MM INSIDE LIGHT DUTY C.I.INSPECTION CHAMBER COVER AND FRAME weight as per I.S.I. specification painted WITH 3 COATS OF black bitumastic superior paint complete as per standard design. (a) Size 450 mm X450 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with C.C. topping) (HSR 29.84 (a))

6

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EXTRA FOR EVERY 0.30 METER DEPTH OF INSPECTION CHAMBER (a) 450mm X 450mm (HSR 29.85 (a))

3

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