Uttarakhand Agricultural Produce Marketing Board Tender
View complete overview of Uttarakhand UKAPMB Tender
Uttarakhand Agricultural Produce Marketing Board - UKAPMB Tender
Coronavirus COVID 19
Eprocure
Opening Date17 Apr 2021
Closing Date5 May 2021
Tender Amount₹ 81,33,000
Costs
EMD
₹ 1,63,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_UAPMB_32244_1Bid Award Id
ViewTender No
e-nivida -257/2021Tender Authority
Uttarakhand Agricultural Produce Marketing Board ViewPurchaser Address
-Website
http://https://www.ukapmb.org/
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Documents
BOQ Items
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Providing and laying in position cement concrete 1:4:8 (1cement :4 coarse sand:08graded stone aggregated 40mm .nominal size.) excluding the cost of centering and shuttering - All work upto plinth level D.S.R.4.1.8
92.56
-
6079.08
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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works upto plinth level D.S.R.5.33.1
70.32
-
8397.17
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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works above plinth level upto floor V level D.S.R.5.33.2
76.76
-
9870.89
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Centering shuttering including strutting, propping etc. and removal of form work Foundations, footings, bases of columns, etc. for mass concrete D.S.R.5.9.1
90.36
-
299.09
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Centering shuttering including strutting, propping etc. and removal of form work Columns, Pillars, Piers, Abutments, Posts and Struts D.S.R.5.9.6
131.52
-
770.39
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Centering shuttering including strutting, propping etc. and removal of form work Suspended floors, roofs, landings, balconies and access platform D.S.R.5.9.3
322.44
-
727.7
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Centering shuttering including strutting, propping etc. and removal of form work Lintels, beams, plinth beams, girders, bressumers and cantilevers D.S.R.5.9.5
561.44
-
579.65
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Reinforcement for R.C.C work including straighting,cutting,bending ,placing in position and bending all complete Thermo-Mechanically Treated bars. D.S.R.5.22.6
14431.2
-
87.68
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230 th Brick work with brick of class designation 75 in foundation & plinth in cement mortar 1:6 D.S.R.6.1.2
16.4
-
6465.32
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Brick work with F.P.S bricks of class 75 in super structure above structure above plinth level up to floor five level in all shapes and sizes in cement mortar 1:6 (1 cement : 6 coarse sand ) D.S.R.6.4.2
63.6
-
7969.97
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Filling available excavated earth (excluding rock) in trenches ,plinth,sides of foundation etc . in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. D.S.R.2.25
151.76
-
230.63
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Supply & Filling in plinth with sand under floors including watering, Ramming consolidating and dressing complete . D.S.R.2.27
65.6
-
2050.7
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Making plinth protection 50mm thick of cement concrete 1:3:6 (1 sq.m cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth D.S.R.4.17
98.56
-
644.75
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Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineerin-charge:(profile c) Fixing with adjustable lugs with split end tail to each jamb D.S.R.10.14.2.1
24
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466.57
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Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). D.S.R.10.11.1
64.8
-
174.83
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Providing/fixing M.S. grills of riquired pattern in frames of windows etc. with M.S. flat, square or round bars etc. all complete Fixed to steel windows by welding. D.S.R.9.48.1
64.8
-
173.57
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Providing & fixing of wire mesh (mosquito jalli) with labour & material comlete With 12 mm mild steel U beading. D.S.R.9.51.2
4.32
-
820.31
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Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with Float glass panes of thickness 4 mm D.S.R 10.30.1
4.32
-
945.58
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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 an 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. 80x1.25 mm M.S. laths with 1.25 mm thick top cover D.S.R. 10.6
69.12
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3091.31
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Providing and fixing ball bearing for rolling shutters. D.S.R.9.48.1
1
-
440.84
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12mm thick plaster on the plain in side of mix 1:6 ( 1 cement : 6 fine sand) mortar D.S.R.13.1.2
285.36
-
266.96
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15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand) D.S.R.13.2.2
223.6
-
307.49
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6mm thick cement plaster of ceiling of mix 1:3 ( 1 cement : 3 fine sand) mortar D.S.R.13.16.1
320
-
238.72
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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. D.S.R. 13.80
605.36
-
120.91
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Colour washing such as green, blue or buff to give an even shade : New work (two or more coats) with a base coat of white washing with lime 13.39.1
605.36
-
40.9
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Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) D.S.R. 13.44.1
223.6
-
95.81
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable sq.m shade with ordinary paint of approved brand and manufacture. D.S.R.13.62.1
142.56
-
186.01
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62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. D.S.R 11.5
656.04
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897.02
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Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). 14.86 DSR
320
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622.28
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Steel work in built up tubular trusses including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete Hot finished welded type tubes. D.S.R.10.16.1
5040.84
-
150.62
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Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture D.S.R 13.48.3
672.12
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132.09
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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. 0.63 mm thick with zinc coating not less than 275 gm/ m² D.S.R 12.1.3
336.04
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960.75
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Construction of Embankment with Material obtained from Borrowpits cu.m Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
640.72
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445.42
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