Haryana State Federation Of Cooperative Sugar Mills Limited Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 100Tender Fee
₹ 1,180
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
2021_HBC_159133_1Bid Award Id
ViewTender No
Tender for construction of lubricant Room at PetroTender Authority
Haryana State Federation Of Cooperative Sugar Mills Limited ViewPurchaser Address
-Website
http://etenders.hry.nic.in
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Documents
BOQ Items
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First class brick work laid in cement sand mortar 1:6 in foundation and plinth.(HSR 11.2)
11.94
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-
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Damp proof course 40 mm thick of cement concrete 1:2:4 using stone aggregate 20 mm nominal size with 2 coats of bitumen 20/30 penetration, at 1.65 kg per sqm laid hot and sanded.(HSR10.114)
4.45
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-
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First class brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level.(HSR 11.7)
14.91
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-
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Cement concrete 1:1.5:3 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 centering and shuttering , laid in position, complete in all respects.(HSR10.82+10.95a)
2.97
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-
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(Lintel Beam) Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centering and shuttering, laid in position, complete in all respects.(10.86+10.95a)
0.56
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-
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15 mm thick cement plaster 1:6 on the rough side of single of half brick wall (HSR 15.12)
64.85
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-
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12mm thick cement plaster 1:6 on the brick wall (HSR 15.7)
70.89
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-
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10 mm thick cement plaster 1:4 (HSR 15.52)
21.4
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-
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Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling.(HSR14.1)
21.4
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Flooring conglomerate floor 40mm thick cement conc. Topping 1:2:4.(HSR 14.09)
21.4
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Terracing consisting of tiles 22.86 cm X 11.43 Cm X 3.81 cm laid over 87.50 mm mud filling on a layer of 25 mm mud plaster and on other layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65 kg per sqm on top of R.C.C slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc.(HSR 13.13)
21.4
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Cement concrete 1:2:4 gola 10 cm X 10 cm quardrant along junction of roof with parapet wall finished smooth, where specially specified.(HSR 13.64)
19.42
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Top khurra 0.6 m X 0.6 m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick cement concrete 1:8:16.(HSR 13.50)
1
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Providing & fixing PVC Rain Water pipe 6 kg, pressure of ISI mark in cement mortar during masonry work. (HSR 13.89)
7
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Providing & fixing 100 mm dia PVC Bend ISI Mark (HSR 13.90)
4
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White washing Three coats
(HSR 16.48)
64.85
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Finishing walls with exterior decorative cement based paints such as snowcem, Robbiacem etc. on new work, two coats to give an even shade.(HSR 16.61)
70.89
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Fe 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)
5
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