Public Works Department Tender
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Costs
EMD
₹ 32,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_HRY_91439_1Bid Award Id
ViewTender No
3564Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://haryanapwd.gov.in/
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Documents
BOQ Items
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Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position complete in all respects (HSR 10.82 + 10.95 (a))
15.48
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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)
13.92
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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)
1.38
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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)
72.12
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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)
37.68
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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)
37.68
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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)
37.68
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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))
59.34
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G.I. Main Hole Cover (NS) 560mm dia complete in all respect to the satisfaction of Engineer-in-Charge.
12
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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))
640
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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))
24
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First class brick laid in cement sand mortar 1:4 in foundation and plinth. (HSR 11.4)
131.58
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12 mm thick cement plaster 1:4 (HSR 15.5)
690.18
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Pdg. & laying PVC 300mm dia pipe of ISI Mark complete in all respect (NS)
264
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Pdg. & Laying of PVC Pipe of 200 mm dia slotted pipe having 1.5 mm slottes 20% opening area. (NS)
36
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