Dr Yashwant Singh Parmar University Of Horticulture And Forestry Tender
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Dr Yashwant Singh Parmar University Of Horticulture And Forestry Tender
Civil And Construction
Building Construction
Eprocure
Opening Date15 Feb 2023
Closing Date24 Feb 2023
Tender Amount₹ 7,23,923
Costs
EMD
₹ 15,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_YSPU_68982_1Bid Award Id
ViewTender No
UHF/Const.-1/ Parttfile/2023/-3881 dtd 15.02.2023Tender Authority
Dr Yashwant Singh Parmar University Of Horticulture And Forestry ViewPurchaser Address
-Website
http://http://www.yspuniversity.ac.in/
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Documents
BOQ Items
a). 1:2:4 (one cement: two sand): four graded stone aggregate 20 mm (twenty milimetre) nominal size).
4.32
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Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth complete in all respect as per satisfaction of Engineer-in-Charge.
16.26
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to all floor level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (one cement : one & half coarse sand : three graded stone aggregate 20 mm(twenty milimetre) nominal size) etc. complete in all respect as per satisfaction of Engineer-in-Charge.
3.56
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Centering and shuttering including strutting, propping etc. and removal of form for etc. complete in all respect as per satisfaction of Engineer-in-charge.
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a). Lintels, beams, plinth beams, girders, bressumers and cantilevers
29.64
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level etc. complete in all respect as per satisfaction of Engineer-in-Charge. a) Cold twisted bars.
373.8
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Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to all floor level with cement mortar 1:4 (one cement : four sand) etc. complete in all respect as per satisfaction of Engineer-in-charge.
105.68
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Brick edging 7 cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (one cement : four sand) complete in all respect as per satisfaction of Engineer-in-Charge.
17.7
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Providing Sal wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length etc. complete in all respect as per satisfaction of Engineer-in-Charge. (Hold fast lugs or dash fastener shall be paid for separately).
0.22
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Providing and fixing 35 mm thick Second class teak wood glaged shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked MS pressed butt hinges bright finished of required size with necessary screws etc.complete in all respect as per satisfaction of Engineer-in-charge.
0.95
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Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: a) 4 mm thick glass pane (weight not less than 10 kg per sqm).
2.3
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Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters etc. complete in all respect as per satisfaction of Engineer-in-Charge. a). 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
2.4
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Providing and fixing ISI marked oxidised / chromium plated M.S. sliding door bolts with nuts and screws etc. complete etc. complete in all respect as per satisfaction of Engineer-in-Charge
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a). 250x16 mm (two hundred fifty into sixteen milimetre)
1
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Providing and fixing ISI marked oxidized// Cromium plated M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete in all respect as per satisfaction of Engineer-in-Charge
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a). 200x10 mm (Two hundred into ten milimetre)
3
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b). 150x10mm (One hundred fifty into ten milimetre)
10
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Providing and fixing ISI marked oxidized// Cromium plated M.S. handles conforming to IS:4992 with necessary screws etc. complete in all respect as per satisfaction of Engineer-in-Charge. a). 125mm( one hundred twenty five milimetre)
5
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer etc. complete in all respect as per satisfaction of Engineer-in-Charge.
2307.24
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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using tube etc. as required. Complete in all respect as per satisfaction of Engineer-in-Charge. a).In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
348.18
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Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters etc. complete in all respect as per satisfaction of Engineer-in-Charge.a). 80 x 1.25 mm M.S. laths with 1.25 mm thick top cover etc.
7.29
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Providing and fixing ball bearing for rolling shutters etc. complete in all respect as per satisfaction of Engineer-in-Charge.
2
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40 mm (forty milimetre) thick Cement concrete flooring 1:2:4 (one cement : two coarse sand : four graded stone aggregate 20mm (twenty milimetre)nominal size finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete in all respect as per satisfaction of Engineer-in-Charge.
72.2
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18mm (eighteen milimetre) thick Cement plaster skirting up to all height, with cement mortar 1:3 (one cement : three sand), finished with a floating coat of neat cement etc. as required complete in all respect as per satisfaction of Engineer-in-Charge.
14.82
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Providing and fixing glass strips in joints of terrazo/ cement concrete floors etc. complete in all respect as per satisfaction of Engineer-in-charge.40 mm wide and 4 mm thick
152
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Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required etc. complete in all respect as per satisfaction of Engineer-in-Charge.(TATA/ JINDAL MAKE).
146.68
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Providing and fixing precoated galvanised steel sheet Ridges plain (500 - 600mm) 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete in all respect as per satisfaction of Engineer-in-Charge.(TATA/ JINDAL MAKE)
17.6
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15 mm (fifteen milimetre thick) cement plaster on rough side of single or half brick wall of mix with cement mortar 1:6 (one cement: six sand) complete in all respect as per satisfaction of Engineer-in-Charge.
244.95
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White washing with lime to give an even shade etc complete in all respect as per satisfaction of Engineer-in-Charge.. a). New work (three or more coats)
60.18
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Finishing walls with water proofing cement paint of required shade etc complete in all respect as per satisfaction of Engineer-in-Charge. a). New work (Two or more coats applied @ 3.84 kg/10 sqm)
129.13
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Applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacturer on steel galvanized iron/ steel works etc. complete in all respect as per satisfaction of Engineer-in-Charge.
26.55
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Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) etc. complete in all respect as per satisfaction of Engineer-in-Charge.
10.36
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Painting with synthetic enamel paint on new wood/steel of approved brand and manufacture to give an even shade as required complete in all respect as per satisfaction of Engineer-in-Charge. a) Two or more coats on new work.
36.91
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Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade etc. all complete as specified and as directed by the Engineer-in-Charge. a)Two or more coats on new work
51.63
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Providing and fixing Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & Painting to be paid for separately) etc. complete in all respect as per satisfaction of Engineer-in-Charge.
72.9
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