Govind Ballabh Pant University Of Agriculture And Technology Tender
View complete overview of Uttarakhand GBPUAT Tender
Govind Ballabh Pant University Of Agriculture And Technology - GBPUAT Tender
Civil And Construction
Building Construction
Eprocure
Opening Date11 Sep 2024
Closing Date26 Sep 2024
Tender Amount₹ 44,02,905
Costs
EMD
₹ 88,100Document Cost
₹ 2,360Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_GBPUA_75587_1Bid Award Id
ViewTender No
WPG/DY.DWP/571 DT 11/09/2024Tender Authority
Govind Ballabh Pant University Of Agriculture And Technology ViewPurchaser Address
-Website
http://http://www.gbpuat.ac.in/
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Documents
BOQ Items
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Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead Of area beyond 3 sq. metres. (15.12.2)
8
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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar.(15.7.4)
43
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Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured) : From brick work in cement mortar. (15.8.3)
5800
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Brick work with common brand clay F.P.S. bricks of class designation 75 in super structure above plinth level up to floor v level in all shapes and sizes in cement mortar 1:6 (1 cement : 6 coarse sand) (old brick to be counted). (Analysis)
10
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in- charge Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). (15.2.1)
6
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix). . (15.2.2)
12
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Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. (15.60)
45
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Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. All kinds of soil.(2.8.1)
110
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level 1:5:10 (1 cement : 5 coarse sand (zone III ) : 10 graded stone aggregate 40 mm nominal size). (4.1.10)
25
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 12.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand). (Analysis)
25
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 12.5 in superstructure above plinth level up to floor V level in all shape and size in Cement mortar 1:6 (1 cement : 6 coarse sand). (Analysis)
31
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Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 12.5 in superstructure above plinth level up to floor V level in all shape and size in Cement mortar 1:3 (1 cement : 3 coarse sand). (Analysis)
10
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Extra for providing and placing in position 2 Nos 6mm dia. M.S bars at every third course of half brick masonry. (6.15)
10
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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, leadup to 50 m and lift upto 1.5 m.(2.25)
165
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (2.27)
57
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Supply & filling 20mm shingle/aggregate in plinth and under floors, including watering, ramming, consolidating and dressing complete. (Analysis)
15
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size).( 5.1.2)
20
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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 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) (5.2.2)
13
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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 : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). (5.3)
52
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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. Hot rolled deformed bars. (5.22.4)
10000
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Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete(5.9.1)
60
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Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. (5.9.5)
210
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Centering and shuttering including strutting, propping etc. and removal of form for all height Suspended floors, roofs, landings, balconies and access platform.(5.9.3)
166
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Centering and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls Under 20 cm wide .(5.9.16.1)
10
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Centring and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. (5.9.6)
70
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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. (4.13)
65
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12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand). (13.1.2)
160
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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). (13.2.2)
215
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Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. (4.12)
5
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6 mm cement plaster of mix: 1:3 (1 cement : 3 fine sand). (13.16.1)
140
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Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). ( 10.13.1)
245
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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 structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (10.25.2)
361
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Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. (10.29.2)
20
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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 withlframe of 1st class hard wood and well matched commercial 3 ply veneeringwith vertical grains or cross bands and face veneers on both faces of shutters: 30 mm thick including ISI marked Stainless Steel butt hingeswith necessary screws. (9.21.2)
15
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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 (1 cement : 4 coarse sand) jointing with grey cement slurry @3.3kg/sqm, including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm. (11.41.2)
125
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Providing and laying Vitrified 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 brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS:15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 600x600 mm. (11.47.2)
7
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Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand)jointing with grey cement slurry @3.3kg/sqm, , including pointing the joints with white cement and matching pigment etc, complete. (11.37)
16
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Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (8.31)
50
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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. Size of Tile 600x600 mm. (11.48.2)
135
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Applying birla putty on plastered surface including supply of all materials, labour and T&P etc. required for proper completion of all work. (Analysis)
160
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Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including wter thinable priming coat with cement primer. (13.41.1)
370
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Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). (13.47.1)
225
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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). (13.50.1)
31
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work. (13.61.1)
85
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Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes. (10.30.1)
20
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Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. Complete 100x58x1.90 mm. (9.57.2)
85
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Providing and fixing ISI marked oxidized M.S. silding door bolts with nuts and screws etc complete:300x16 mm. (9.62.1)
4
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Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete, 250x10 mm. (9.63.1)
16
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Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125 mm. (9.66.1)
28
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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. (9.83)
6
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Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing comoound conforming to IS:2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer in- Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. ( 22.7.1)
140
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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter. (12.41.2)
70
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Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Bend 87.5° 110 mm bend. (12.42.5.2)
14
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Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 110 mm Shoe. (12.42.6.2)
14
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Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. (12.22)
14
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate. (11.3.1)
25
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Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.granite of any color and shade Area of slab over 0.50 sqm. (8.2.2.2)
3
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Providing and fixing white vitreous china pedestal type water closet ( European type W.C Pan) with seat and lid, 10 liter low level white P.V.C flushing cistem, including flush pipe, with manually controlled device (handle lever) conforming to IS: 7231 with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. W.C. pan with ISI marked white solid plastic seat and lid . (17.2.1)
2
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Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required Single half stall urinal with 5 litre P.V.C. automatic flushing cistern. (17.5.1)
3
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Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap. (17.7.4)
3
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Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. (17.31)
3
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Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete semi rigid pipe . 32 mm dia(17.28.1.1)
3
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Providing and fixing uplasticised PVC connection pipe with brass unions: 45 Cm length 15 mm nominal bore. (18.21.2.1)
10
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Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore. (18.52.1)
10
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Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 15 mm nominal bore. (18.49.1)
5
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Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. (17.8)
3
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Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. (17.22A)
3
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Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (19.7.1.1)
2
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Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. (19.32.1)
2
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Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. Complete 50 to 80 mm nominal bore. (18.13.2)
4
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 20 mm nominal bore. (18.17.1A)
10
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Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 20 mm nominal bore. (18.18.2)
10
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Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank (18.48)
2000
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Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete 150 mm diameter. (19.1.2)
25
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Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design100 mm diameter S.W. pipe. (19.2.1)
25
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 50 mm dia nominal bore. (18.12.6)
10
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 40 mm dia nominal bore. (18.12.5)
40
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc external work. 25 mm dia nominal bore . (18.12.3)
10
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Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc internal work exposed on wall. 20 mm dia nominal bore. (18.10.2)
20
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Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc internal work exposed on wall. 15 mm dia nominal bore. (18.10.1)
31
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Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete100x100x100 mm Sand cast iron S&S as per IS -1729. (17.43.1.1)
6
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Providing and fixing soil, waste and vent pipes 100 mm dia Sand cast iron S&S pipe as per IS: 1729. (17.35.1.1)
20
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Providing and fixing terminal guard 100 mm Sand cast iron S&S as per IS – 1729. (17.56.1.1)
6
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Providing and fixing plain bend of required degree 100 mm dia Sand cast iron S&S as per IS – 1729. (17.39.1.1)
6
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Providing and fixing collar 100 mm Sand cast iron S&S as per IS – 1729. (17.57.1.1)
14
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Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter 100 mm. (17.58.1)
30
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Providing and fixing single equal plain junction of required degree 100x100x100 mm Sand cast iron S&S as per IS – 1729. (17.44.1.1)
4
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Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors 100 mm inlet and 100 mm outlet Sand Cast Iron S&S as per IS: 1729. (17.60.1.2)
4
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Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete 100 mm dia Sand cast iron S&S as per IS – 1729. (17.38.1.1)
2
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Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors 100 mm inlet and 75 mm outlet Sand Cast Iron S&S as per IS- 1729. (17.60.2.2)
4
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Providing and fixing plain bend of required degree 75 mm dia Sand cast iron S&S as per IS -1729. (17.39.2.1)
4
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Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 75 mm dia Sand cast iron S&S as per IS – 1729. (17.38.2.1)
4
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Providing and fixing single equal plain junction of required degree 75x75x75 mm Sand cast iron S&S as per IS – 1729. (17.44.2.1)
2
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Providing and fixing collar 75 mm Sand cast iron S&S as per IS – 1729. (17.57.2.1)
8
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Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter 75 mm. (17.58.2)
20
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Providing and fixing soil, waste and vent pipes 75 mm diameter Sand cast iron S&S pipe as per IS: 1729. (17.35.2.1)
20
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Providing and fixing 100 mm sand cast Iron grating for gully trap. (17.29)
8
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