Central Building Research Institute Tender
View complete overview of Uttarakhand CBRI Tender
Central Building Research Institute - CBRI Tender
Civil And Construction
Building Construction
Eprocure
Opening Date4 Jan 2024
Closing Date15 Jan 2024
Tender AmountRefer Documents
Costs
EMD
₹ 22,000Document Cost
₹ 590Tender Fee
Refer Documents
Summary
Construction Of Test Bed Building In The Csir-cbri
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
2024_CSIR_180432_1Bid Award Id
ViewTender No
193(636)EST/2023-24Tender Authority
Central Building Research Institute ViewPurchaser Address
-Website
http://https://www.csir.res.in/
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Documents
BOQ Items
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Supplying and filling in plinth with sand under floor including watering consolidating and dressing Complete.
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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 :1:4:8 (1 cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
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Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smoothes.
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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)
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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. upto floor five level excluding cost of centring, shuttering ,finishing and reinforcement1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone cu.m aggregate 20 mm nominal size)
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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, stair cases up to floor five level excluding cost of centering, shuttering, finishing and Reinforcement.(1 cement :1.50 coarse sand :3 graded stone aggregate 20mm nominal size)
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Centering shuttering i/c strutting, propping etc. and removal of from for.
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Foundations and footings
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Suspended floors, roofs, landings, balconies and access platform.
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Lintels, beams, plinth beams, girders, bressumers and cantilevers.
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Columns, pillars, piers, Abutments, posts and Struts.
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Reinforcement for RCC work i/c straightening, cutting bending, placing in position and binding all complete : Fe-500.
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Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
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Supplying and stacking at site 90 mm to 45 mm size stone aggregate
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Brick work in foundation of class designation 75 in Cement mortar 1:6 (1cement :1 coarse sand)
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Providing and laying autoclaved aerated cement blocks masonry with AAC blocks in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work.
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Grading roof for water proofing treatment with Cement mortar 1:4 (1cement : 4 coarse sand)
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Providing and laying roof insulation with 100 mm thick impervious sprayed, closed cell free Rigid Polyurethane foam over deck insulation conforming to IS - 12432 Pt. III (density of foam being 40-45 kg/cum), over a coat of polyurethane primer applied @ 6-8 sqm per litre, laying 400 G polythene sheet over PUF spray and providing a wearing course of 40 mm thick cement screed 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 20 mm nominal size) in chequered rough finish, in panels of 2.5 m x 2.5 m and embedding with 24 G wire netting and sealing the joints with polymerized mastic, all complete as per direction of Engineer-in-Charge.
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Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge:- 30 mm thick
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Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :For fixed portion:Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)
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Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
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Providing and fixing 100 mm thick extruded polystyrene rigid insulation board of required size between cavity wall, complying with ISO 4898:2008 & ASTM C 578-08b - type VI, having thermal conductivity of 0.0289 W/m K as per ASTM C 578 (measured as per IS 3346), compressive strength of 350 kPa listed as per ASTM D 1621, density of 34-36 kg/m³ as per ASTM D 1622, water absorptions ? 1% by volume as per ASTM D 2842, oxygen index of 24.1 to 28.1 listed as per ASTM D 2863, cell size 0.4 mm of dia (max) as per ASTM D 3576. Fire retardent property as per DIN 4102, Part 1 of class B2 and as per ASTM E84 class A, fixed with suitable water based adhesive and fastener, complete in all respect as per the direction of Engineer-in-Charge.
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Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge.
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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
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Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete.
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Providing and fixing in all exterior face panels breathable vapour barrier underneath the cement fiber board as per National Building Code 2009 complete as per direction of Engineer-in-charge.
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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer.
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Providing and applying Polymer modified adhesive mortar of average thickness 1 mm, of approved brand and manufacturer, over the external wall surface to prepare the surface even and smooth complete.
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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.
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Providing & fixing Fibre mesh glass coated(45 Gsm)on existing insulating work / on wall surface including materials, labour, nails, T&P etc. complete as per direction of Engineer incharge.
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Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two or more coats on new work
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12mm thick plaster in 1:6 (1 cement : 6 fine sand) mortar
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Carriage of dismantlled and debrige material from site to outside of Campus area by tractor trolly as per direction of Engineer-in Charge.
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Wiring for light Point/ fan point/ exhaust fan point with 1.5 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed steel conduit with modular switch of Havell’s/ Modular Legrand Mosaic/ Anchor ROMA make ISI marked, modular plate suitable G.I Box and earthing the point with 1.5 sq mm FR PVC insulated multi strand copper conductor single core cable of Plaza/ Havell’s/ Ralison/ RR kable/Finolex make ISI marked 1100 V grade as required for group ‘C’
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Wiring for circuit /sub-main wiring along with earth wire the following size of FRLS PVC Insulated multi standard copper conductor single core cable of Plaza/ Havell’s/ RR kable / Ralison and Finolex make 1100 V grade ISI marked in surface/ recessed steel conduit as required.
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2 x 2.5 sq.mm + 1 x 2.5 sq.mm earth wire
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2 x 6 sq.mm + 1 x 6 sq.mm earth wire
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Supplying and fixing of 1.5T (split) 3 STAR inverter technology air conditioner make Voltas, Lloyd, Samsung, Hitachi or its equivalent with wall mounted stabilizer of 140-280 volt input and output 210-230V range of capacity 5KVA or suitable for 1.5T AC
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Supplying and fixing 32A rating , 240/415 V, C series MCB suitable for inductive loads of following in the existing MCB DB complete with connections, testing and commissioning etc. as required and directed by Engineer-in-charge of Lagrand/ Havells / L&T / Siemens make : Single pole MCB
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Providing and fixing 32 A TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubical panel, making connection etc. as required as per direction of Engineer-in Charge at site.
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