Haryana State Federation Of Cooperative Sugar Mills Limited Tender
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Costs
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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_HBC_101031_1Bid Award Id
ViewTender No
Tender for Construction of Sulphur GodownTender 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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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)
50
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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.(HSR 10.90 +10.95 a
15
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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.(HSR 10.86+10.95 a
25
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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.(HSR 10.81+10.95 a
11.18
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First class brick work laid in cement sand mortar 1:6 in foundation and plinth.(HSR 11.2)
100
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11.43 cm thick brick wall laid in cement(HSR11.48) (a)
100
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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)
75.88
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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)
100
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Extra for additional height of brick work. (H.S.R. 11.41)
60
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Earth filling under floors in 15 mtrs layers with in lead of 495 mtrs. (H.S.R. 6.13) (b)
25
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Earth filling under floors in 150 mm layers with in lead of 495 mtrs. (H.S.R. 6.2) (c)
25
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One coat of hot bitumen 1.65 kg / cm (H.S.R. 13.62)
150
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15 mm thick cement plaster 1:5 in 2 coats work. (HSR 15.11)
350
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20 mm Thick cement plaster in C.M. 1:5 (.HSR 15.16)
350
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Providing Structural steel work erecting in position at all heights in level and plumb welded tresses, cleat., purlins etc. complete with a original section i/c one cost of red oxide and two coats oil paints,( H.S. R. 18.7)
80
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Providing & laying river sand filling floor i/c remming watering etc.complete. N.S
70
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Providing and laying floor 40 mm thick cement concrete topping 1:2:4 ( H.S.R. 14.10)
240
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Providing and laying floor 50 mm thick cement concrete topping 1:2:4 ( H.S.R. 14.9)
50
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corrugated sheeting on galvalume In color coating sheet having covered width of 1000 mm ( total width 1060mm) , 35mm crest at a pitch of 200mm Stiffened with 8mm deep intermittent corrugation sheet Made from base metal having 0.50mm thickness on steel of grade 345 as per ASTM A 792 M coated with alloy of Al & Zn to grade AZ minimum alloy mass 150 gm total both side with color coating having complete dip tank pre- treatment process with chromat conversion ( Cr+3) as main pre treatment followed by PU primer of min. 5 micron DFT on each surface, finished with special polyster paint to grade 20 of min. 20 micron DFT on exposed surface & 5 micron in grey shade on unexposed surface & fixing of above sheets with necessary self drilling & self trapping screw/bolt & nuts. EPDM washers with 150mm laps where ever required. The rates shall include costs of laps, fixtures like SD/self trapping screws with EPDM washer incl. stitching as required incomplete line & level, inclusive lifting to all heights as required.(NS) Galvalume sheets should be of TATA/JINDAL/BHUSHAN MAKE.
400
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Providing laying and fixing of volume sheets.( NS)
12
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White washing in three coats( H.S.R. 16.48)
280
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Finishing wall with cement based paint such as snowcem work in 2 coats to get even shade( H.S.R. 16.61)
320
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Providing and laying rolling shutter/ sliding door made from 18 gauge sheets i/c guide covering drum etc. complete with one coat of red oxide and two coats of oil paints. (H.S.R. 18.18) (b)
5
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Providing and fixing sag rods to purlins and cladding runners made from 16 mm dia M.S. bars with threading both sides with nuts and washers etc. complete with paint etc. (H.S.R. 18.40) (b)
18
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