Haryana State Federation Of Cooperative Sugar Mills Limited Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 100Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2020_HBC_123003_1Bid Award Id
ViewTender No
Tender for Construction of RCC roof, Toilets and BTender Authority
Haryana State Federation Of Cooperative Sugar Mills Limited ViewPurchaser Address
-Website
http://etenders.hry.nic.in
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Documents
BOQ Items
15 mm thick cement plaster 1:6 on the rough side of single of half brick wall (HSR 15.12)+CP 500%
89.16
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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)+CP 600%
82.67
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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
74.36
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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)+CP 240%
2.37
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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)+CP 20%
6.69
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-
Providing & fixing 100 mm dia PVC Bend ISI Mark (HSR 13.90)+CP20%
4.4
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-
White washing Three coats (HSR 16.48)+CP 230%
171.55
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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)+CP 230%
116.42
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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)+CP 500%
16.5
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-
Dismantling asbestos cement celotax or other hard – board ceiling or partition walls including supporting timber. (HSR 8.5)+CP 550%
176
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const. of Toilets Bathrooms in door metry
-
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Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres.(HSR 6.6)+CP 425%
25.93
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-
Cement concrete 1 : 4 : 8 with stone aggregate 40 mm Nominal size in foundation and plinth.(HSR10.39)+CP 450%
2.15
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-
First class brick work laid in cement sand mortar 1:6 in foundation and plinth.(HSR 11.2)+CP600%
6.55
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-
First class brick work laid in cement sand mortar 1:6 in first storeyupto 4 metres above plinth level.(HSR 11.7)+CP600%
13.99
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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)+CP 450%
1.65
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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+10.95)+CP450%
3.59
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-
15 mm thick cement plaster 1:6 on the rough side of single of half brick wall (HSR 15.12)+CP 500%
84.17
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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)+CP 400%
14.88
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Flooring conglomerate floor 40mm thick cement conc. Topping 1:2:4.(HSR 14.09)+CP 400%
14.88
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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)+CP 20%
10.05
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-
Providing & fixing 100 mm dia PVC Bend ISI Mark (HSR 13.90)+CP20%
3.3
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-
White washing Three coats (HSR 16.48)+CP 230%
84.17
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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)+CP 500%
1.1
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-
Providing and fixing M.S. angle and T-iron frames for door, window and ventilator inc-luding iron hold fast, butt hinges of I.S.I mark fixed in position with machine screws and duly welded including all other suitable locking arrangements provided and welded with the frame and making holes and fixing glazing clips in the frame, filing the welds and finished with a coat of red lead non sett-ing primer complete in all respects. H S R 18.35+CP 500%
0.162
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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)+CP 600%
14.89
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Factory manufactured paneled and glazed door shutters of commercial hard wood, such as hillock, champ, chikrassy&chaplash, etc. ( non-coniferous timber other than teak, conforming to I.S. specification No. 1003, kiln-seasoned ) with 100mm wide vertical styles, 150mm wide lock rail, 200mm wide bottom rail and 100 mm wide other rails, with panels of 12mm thick, com-mercial veneered both side particle board or plywood of B.W.R. grade, hot pressed, including cost of firon hinges, screws, chock/ cleats, stops and nails etc. complete fixed in position (excluding the cost of any fiffting other than specified above but including labour for fixing the same in position) HSR 17.91 + CP 300% 40 mm thick.
3.3
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Construction of Septic Tank in Door Metry
-
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Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres.(HSR 6.6)+CP 425%
82.5
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-
Cement concrete 1 : 4 : 8 with stone aggregate 40 mm Nominal size in foundation and plinth.(HSR10.39)+CP 450%
3.11
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-
First class brick work laid in cement sand mortar 1:6 in foundation and plinth.(HSR 11.2)+CP600%
2.55
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-
First class brick work laid in cement sand mortar 1:6 in first storeyupto 4 metres above plinth level.(HSR 11.7)+CP600%
15.4
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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)+CP 450%
5.02
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-
15 mm thick cement plaster 1:6 on the rough side of single of half brick wall (HSR 15.12)+CP 500%
67.03
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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)+CP 500%
5.87
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-
Public health Work
-
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25 mm PVC pipe. Finolex
42
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110 mm PVC pipe. Finolex
37
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150 mm PVC pipe. Finolex
58
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Cistern Cera
3
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-
Wash BasenCera
1
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Jali
2
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Indian WC Hindwere
3
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Long noseMaxo
5
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Bib CockMaxo
4
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25 mm G I pipe
49
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Cement conc. around the 150 mm pipe 1:2:4 .HSR 10.59
0.941
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Labour Cost. For 4 Quartes
4
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Water Tank Sintex 1500 ltr
1
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-
Main Hole
0.882
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Accessories elbo tee etc
1
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Evaluation Notes How It Works ?
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