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 Date23 Feb 2022
Closing Date4 Mar 2022
Tender Amount₹ 28,90,900
Costs
EMD
₹ 56,000Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_YSPU_57126_1Bid Award Id
ViewTender No
UHF/Const. -1/Partfile/2021/-2849 dt 23.2.2022Tender 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
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m etc. complete in all respect as per satisfaction of Engineer-in-charge.
56.67
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete in all respect as per satisfaction of Engineer-in-charge.
11.25
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level etc. complete in all respect as per satisfaction of Engineer-in-charge.
a).1:5:10 (one cement : five sand : 10 graded stone aggregate 40 mm (Forty milimetre) nominal size.
49.4
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Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 sand from natural sources): 4 graded stone aggregate 12.5mm nominal size ) etc. complete in all respect as per satisfaction of Engineer-in-charge.
9.05
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Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil etc. complete in all respect as per satisfaction of Engineer-in-charge.
9.05
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Making plinth protection 50mm thick of cement concrete 1:3:6 (one cement : three sand :six stone aggregate 20 mm (twenty milimetre) nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm (forty milimetre) nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth etc. complete in all respect as per satisfaction of Engineer-in-charge.
43.62
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level etc. complete in all respect as per satisfaction of Engineer-in-charge.
a)1.1.5:3 (one cement : one and half sand : three stone aggregate 20 mm (Twenty milimetre) nominal size) in foundation and plinth etc.
9.54
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (one cement : one and half sand : threestone aggregate 20 mm (twenty milimetre) nominal size ) etc. complete in all respect as per satisfaction of Engineer-in-charge.
21.39
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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 floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: one and half csand : three graded stone aggregate 20 mm (twenty milimetre) nominal size etc. complete in all respect as per satisfaction of Engineer-in-charge.
18.55
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Centering and shuttering including strutting, propping etc. and removal of
form etc. complete in all respect as per satisfaction of Engineer-in-charge.
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a)Foundations, footing, bases of columns etc. mass concrete
126.96
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b)Suspended floors, roofs, landings, balconies and access platform
67.37
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c)Lintels,beams,plinthbeams,girders,bressumers and cantilevers
68.95
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d)Square / rectangular Columns,Pillars,Piers,Abutments,Postsand Struts
39.06
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e)Circular pillar for shuttering in circular work Column
14.52
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f)Circular work for shuttering in beam of respective centering and shuttering items) Beams
8.05
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g)Cornics and Moulding
68.94
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level etc. complete in all respect as per satisfaction of Engineer-in-charge.
a).Thermo-Mechanically Treated bars of grade Fe-500D or more.
6185
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth etc. complete in all respect as per satisfaction of Engineer-in-charge.
a)Cement mortar 1:6 (one cement : six sand)
15.6
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with etc. complete in all respect as per satisfaction of Engineer-in-charge.
a)Cement mortar 1:6 (one cement : six sand)
37.14
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Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level etc. complete in all respect as per satisfaction of Engineer-in-charge.
a)Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand)
48.99
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Extra for coursed rubble masonry with hard stone curved on plan for a mean radius not exceeding 6 m etc. complete in all respect as per satisfaction of Engineer-in-charge.
48.99
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Providing and fixing machine cut, mirror/ eggshell polished , Marble stone work for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge.
a).18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadore etc.
8.76
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Providing 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 (hold fast lugs or dash fastener shall be paid for separately) etc. complete in all respect as per satisfaction of Engineer-in-charge.
a)Kiln seasoned and chemically treated hollock wood
0.27
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Extra for additional labour for circular works, such as in frames of fan light etc. complete in all respect as per satisfaction of Engineer-in-charge. a)Kiln seasoned and chemically treated hollock wood
0.27
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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 commercial 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
9.62
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Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) etc. complete in all respect as per satisfaction of Engineer-in-charge.
On one side only
19.23
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Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured) etc. complete in all respect as per satisfaction of Engineer-in-charge.
9.62
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Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (one cement : three sand : six stone aggregate 20mm nominal size) etc. complete in all respect as per satisfaction of Engineer-in-charge.
24
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Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete in all respect as per satisfaction of Engineer-in-charge.
6
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Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete in all respect as per satisfaction of Engineer-in-charge. a)300x10 mm
6
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Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete in all respect as per satisfaction of Engineer-in-Charge.
a)125mm
12
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Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete in all respect as per satisfaction of Engineer-in-charge.
(a)Twin rubber stopper
6
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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete in all respect as per satisfaction of Engineer-in-charge.
a)Hot finished welded type tubes
405.46
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Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (one cement : four sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc. complete in all respect as per satisfaction of Engineer-in-charge.
a)Size of Tile 600x600 mm
120.94
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Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer in-charge.
a)Size of Tile 600x600 mm
120.94
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Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (one cement : four sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer- in-Charge.
a)Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or
equivalent
23.3
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Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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.
a)0.63 mm thick with zinc coating not less than 275 gm/ m²
65.84
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Providing ridges or hips of width 60 cm overall width etc complete in all respect as per satisfaction of Engineer-in-Charge.
a)0.63 mm thick with zinc coating not less than 275 gm/ m²
93.88
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Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work to be paid separately) etc. complete in all respect as per satisfaction of Engineer-in-charge.
a)Curved surfaces
65.84
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Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12 mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately) etc. complete in all respect as per satisfaction of Engineer-in-charge.
Sand cast iron plain shoes :
a)150 mm diameter
7.62
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Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams etc. complete in all respect as per satisfaction of Engineer-in-charge.
2
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15 mm cement plaster on the rough side of single or half brick wall of mix etc. complete in all respect as per satisfaction of Engineer-in-charge.
a)1:4 (one cement: four sand)
147.06
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Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification etc. complete in all respect as per satisfaction of Engineer-in-charge.
a)Two or more coats on new work
214.43
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Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete in all respect as per satisfaction of Engineer-in-charge.
a)On steel work
27.4
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Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete in all respect as per satisfaction of Engineer-in-charge.
147.06
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Providing & Applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of ementatious waterproofing polymer(dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer (dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing
paint film & loose particles till plaster is visible, complete in all respect as per the direction of Engineer-in-Charge.
67.37
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Providing and fixing Uni stone Glass Fiber Reinforced Concrete( GRC) Screen as per architectural drawings fixed with rawl plugs in stone/brick masonary complete as per direction of Engineer-in-charge
21.67
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