Tender For Civil Works For The Lift At Loom Land, Kannur

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Civil Works For The Lift At Loom Land, Kannur-2 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavatedearth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds ofsoil 3 Providing and laying in position cement concrete of specified grade excluding the cost of centering andshuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) 4 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases ofcolumns, etc for mass concrete 5 Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) includingattached pilasters, butteresses, plinth and string courses 6 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,landings, balconies and access platform 7 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,girders bressumers and cantilevers 8 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers,Abutments, Posts and Struts 9 Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks infloors and wallsUnder 20 cm wide 10 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position andbinding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more 11 Providing and laying in position machine batched and machine mixed design mix M-25 grade cementconcrete 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, finishingand 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 ofEngineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or lesscement used as per design mix is payable or recoverable separately.All work upto plinth level 12 Providing and laying in position machine batched and machine mixed design mix M-25 grade cementconcrete 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, finishingand 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 ofEngineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or lesscement used as per design mix is payable or recoverable separately.All work above plinth level upto floorV level 13 Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest availablesize confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm andabove in: CM 1:6 ( 1 cement : 6 coarse sand) etc completePRICE EST NO:2024/9066printed 14 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 15 Applying one coat of water thinnable cement primer of approved brand and manufacture on wallsurface:Water thinnable cement primer 16 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Twoor more coats on new work 17 Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to theRCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystallineslurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with thehelp of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capableof self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as perspecification and the direction of the engineerin-charge. The product performance shall carry guaranteefor 10 years against anyleakage.For vertical surface two coats @0.70 kg per sqm 18 Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to theRCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystallineslurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with thehelp of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capableof self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as perspecification and the direction of the engineerin-charge. The product performance shall carry guaranteefor 10 years against anyleakage.For horizontal surface one coat @1.10 kg per sqm. 19 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position andbinding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more 20 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix 0.70 kg of organiccoated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg). including filling /groutingand finishing complete as per direction of Engineer-in-charge.Size of Tile 800x800mm 21 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by themanufacturer), with water absorption less than 0.08% and conforming to IS : 15622, of approved brand &manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tileadhesive (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 800x800 mm 22 Designing, fabricating, testing, installing and fixing in position Curtain Wall withAluminium CompositePanel Cladding, with open grooves for linear as well ascurvilinear portions of the building , for all heightsand all levels etc. including:a) Structural analysis & design and preparation of shop drawings forpressureequalisation or rain screen principle as required, proper drainage of water to makeit watertightincluding checking of all the structural and functional design.b) Providing, fabricating and supplying andfixing panels of aluminium compositepanel cladding in pan shape in metalic colour of approved shadesmade out of4mm thick aluminium composite panel material consisting of 3mm thick FR grademineralcore sandwiched between two Alumini um sheets (each0.5mm thick). Thealuminium composite panelcladding sheet shall be coil coated, with Kynar500based PVDF / Lumiflon based fluoropolymer resincoating of approved colourand shade on face # 1 and polymer (Service) coating on face # 2 as specifiedusingstainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backerrods etc.c) Thefastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanisedwith serrations and serratedwashers to arrest the wind load movement, fasteners,SS 316 Pins and anchor bolts of approved make in 23 SS 316, Nylon separators toprevent bi-metallic contacts all complete required to perform as perspecificationand drawing The item includes cost of all material & labour component, the cost ofall mockups at site, cost of all samples of the individual components for testing inan approved laboratory, fieldtests on the assembled working curtain wall with aluminium composite panel cladding, cleaning andprotection of the curtain wallwith aluminium composite panel cladding till the handing over of the buildingforoccupation. Base frame work for ACP cladding is payable under the relevantaluminium item.s TheContractor shall provide curtain wall with aluminiumcomposite panel cladding, having all the performancecharacteristics all complete, as per the Architectural drawings, as per item description, as specified, asper theapproved shop drawings and as directed by the Engineer-in-Charge.However, for the purpose ofpayment, only the actual area on the external face ofthe curtain wall with Aluminum Composite PanelCladding (including width ofgroove) shall be measured in sqm. up to two decimal places. 24 Demolishing brick work manually / by mechanical means including stacking of serviceable material anddisposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.Incement mortar 25 Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats,architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below 26 Dismantling steel work in built up sections in angles, tees, flats and channels including all gussetplates,boltd, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 27 Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50metres lead of :G.S. 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