Tender For Civil Works For Filter Press For New Deactivation System.; 1 Structral analysis and design of civil and structral work as per releavant indian standard code including vetting the same by Government technical institute. 2 Earth work in excavation by (Hydraulic excavator)/manual meansin foundation trenches or drainsincluding dressing of sides and ramming of bottoms, lift upto 1.5m,including getting out the excavated soil and disposal of surplus excavated soil as directed, within the site lead up to 50 Mtr. All kinds of soil 3 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 : 8 graded stone aggregate 40 mm nominal size) 4 Supplying and placing in position machine mixed and mechanically vibrated design mix RCC of grade M-30 with minimum cement content of 420 kg/cum using 20mm & downgraded stone aggregate including cost of watering, curing, consolidation, mixing etc. but excluding cost of all shuttering & reinforcement at and at all heights above and 9 mtr. depth below plinth level in foundation footing, columns, base slab, wall and beams, roof slab etc. complete in all respects in line and level as indicatedin thedrawing or as directedby E.I.C. including all labour, material, T&P etc. complete - All heights above and below plinth level 5 Providing and laying in position hand/machine mixed and machinevibrated cement concrete ofM-20 gradereinforced cement concrete , excluding the cost of centering, shuttering and reinforcement as per direction of Engineer-in-chargefor all work up to Plinth level. 6 Reinforcement for RCC work including supplying, straightening, cutting, bending, placing in position and binding with 22Gauge MS binding wire complete including cost, conveyance, lead, lift of all materials for all types of RCC works as per drawing/specification and as directed by Engineer-in-charge at all levels –(reinforcement steel will be supplied by contractor which confirms as per IS:1786 of TATA / SAIL / RINL make) 7 Centering and shuttering including strutting, propping etc. and removal of form for up to floor V level :Foundations, footings, bases of columns etc. for concrete works. 8 Centering and shuttering including strutting, propping etc. and removal of form for up to floor V level :Columns, Pillars, Piers, Abutments, Posts and Struts. 9 Centering and shuttering including strutting, propping etc. and removal of form for up to floor V level:Lintels, beams, plinth beams, girders, bressumers and cantilevers 10 Centering and shuttering including strutting, propping etc. and removal of form for up to floor V level :Suspended floors, roofs, landings, balconies and access platform 11 Centering and shuttering including strutting, propping etc. and removal of form for up to floor V level :Edges of slab and breaks in floors and walls under 20 cms wide 12 Centering and shuttering including strutting, propping etc. and removal of form for up to floor V level:Weather shade, Chajjas, corbels etc., including edges 13 Extra for additional height in centering, shuttering where ever required with adequate bracing propping, etc. including cost of de shuttering and de centering at all levels , over a height of 3.5 m for every additional height of 1m or part there of (plan area to be measured. 14 Brick work with bricks of minimum crushing strength 60 kg/cm2in foundation and plinth in cement mortar 1:6 (1 Cement : 6 coarse sand) 15 Brick work with bricks of minimum crushing strength 60 kg/cm2 in superstructure above plinth level uptofloor V level in cement mortar 1:6 (1 Cement : 6 coarse sand). 16 15 mm cement plaster on rough side of single or half brick wall with a floating coat of neat cement of mix 1:4(1 cement:4 sand) including cost and conveyance of all materials, labour, scaffolding etc. complete as directed by Engineer-in-Charge at all levels 17 12mm cement plaster of mix1:4(1 cement : 4 sand) for fair faces including cost and conveyance of all materials, labour, scaffolding etc. complete as directed by Engineer-in-Charge at all levels 18 Distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer,andof required shade and colour all complete to achieve even shade and colour as per manufacturers specification:Two or more coats over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre. . including cost and conveyance of all materials, labour, scaffolding etc. complete as directed by Engineer-in-Charge at all levels. 19 Finishing walls with Premium Acrylic Smooth exterior paint with Silicon additives of required shade:. including cost and conveyance of all materials, labour, scaffolding etc. complete as directed by Engineer-in-Charge at all levels. Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 20 Providing and fixingpowder coated aluminium work for windows & ventilators with extruded built up standard tubular sections/appropriate Z sections & other sections of approved make confirming to IS:733 & IS:1285 fixed with rawl plugs & screws or with fixing clips including necessary filling up of gaps at junctions, at top, bottom & sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth,rust free, straight, mitred & jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing/panelling,CP brass/stainless steel screws all complete as per architectural drawings & directions of Engg.- in- charge(glazing & panelling to be paid separately).Minimum thickness of powder coating for powder coated Aluminium shall be 50 micron : For fixed portion 21 Forshutter of windows & ventilators including providing and fixing hinges/pivots and making provision for fixing of fittings wherever required including the cost of PVC neoprene gasket required(fittings shall be paid for separately) 22 Providing and fixing glazing in aluminium windows, ventilator shutters, partitions etc. with PVC/ neoprene gasket etc. complete as per the architectural drawings and the direction of Engineer-in-chargewithfloat glass panes of 4mm thickness 23 Supply, fabrication and erection of Structural steel (Confirming to IS:2062 of TATA / RINL / SAIL make) single/ built up sections such as MS beams, angles , channels , tees, flats, RSJs ,rods, pipes and plates for columns, gable beams, purlins, bracings, ties, plates, shutters, trusses, louvers, portal frames, bracings, gabble runners, mono rails, weld mesh fabric, etc. with fixtures such as end stop , clamps, bolts and nuts etc. including charges for cutting splicing, drilling holes as required ,fixing to lines and levels including cutting, welding, supply & erecting with necessary MS bolts and nuts including hire for plants and equipments, cost of materials, taxes and labour charges, proper scaffolding, safety appliances etc. and painting the exposed surface with one coat of Micaceous Iron oxide- (DFT-70-90 micron) and one coat of chlorinated rubber finish paint (DFT 35 microns) over two coats of chlororubber basedzinc phosphate primer (DFT 35micron each) of approved quality and colour etc. complete. as directed by Engineer-in- Charge 24 Supplying and providing FRP moulded/pultraded gartings using Isopathalic Fire Retardent grade Resin,square mesh size 35-45 mm rib thickness min:5mm as per sizes with necessary accessories(clamps and nut bolts with washer)load bearing capacity of gratings shall be minimum 1 ton/sq.mtr.(The sizes of gratings shall match with structural flooring) 25 Supplying, laying & fixing in position fiber cement based nonasbestos corrugated colour roof sheet (grey colour) confirming to IS:14871 with profile matching with existing roof sheet at all heights as directed on roof monitors, side cladding including scaffolding, supplying & fixing roof fasteners like galvanized and polymer coated J/L/U hook and bolts of 8.5mm dia. with polycap thrust washer, seal washer or bolts and nuts 8mm dia G.I plain and bitumen washers or with self drilling fastener and EPDM washers etc. as per details / as directed by EIC, including the cost of non asbestos sheets, etc. using of approved safety appliances as required for carrying out the new works, labour, all materials, T&P, etc. complete. 26 Suplying, providing& fixing at and all heights 2 mm thick FRP Transcluent sheets of big 6(six) profile in lineandlevelofasbestos/non-asbestos roofingsheetof 02 mm thick / FRP translucent sheet profile matching with existing GI roof sheetalong with rooffasteners like GalvanizedJ/L/Uhookandboltof8.5mm diawithpolycapthrustwashersealwasher or drilling with suitable hook / bolt as required asdirectedbyEICwithallmaterial,labour ,etc complete.(Size will vary depending upon size of opening.) 27 Providing and fixing close fitting fiber cement based ridgesin (grey & all colours) forroofing with suitable fixing accessories or self drilling fasteners and EPDM washers etc,. Complete as per direction of Engineer-in-Charge 28 Providing and fixing fiber cement based barge boards/corner pieces in (grey & all colours) with polymer coated J or L hooks, bolts and nuts and or GI seam bolts and nuts, GI plain and bitumen washers or with self drilling fasteners and EPDM washers etc. complete as per direction of Engineer-in-Charge. 29 Supplying , providing , strengthening, cutting, sizing,drillingsuitableholeandfixingG.I flats / wind ties 40mm x 6mm over ACC / Non Asbestos sheet/ transcluent sheet/ GI sheet roofing at allheightandlevelswithnecessary scaffolding, propertools and plants, all material & labour etc complete. with dismantling of old GI flat, if required.
