| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m 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 50 m.\nAll kinds of soil | BI01010001010000000000000515BI0100001113 | 200 | Cum |
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| 2 | 2 | Supplying and filling in plinth with local sand under floors including, watering, ramming consolidating and dressing complete. | BI01010001010000000000000515BI0100001114 | 220 | Cum |
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| 3 | 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:\n1:1½:3 (1 Cement: 1½ coarse sand( zone-III ): 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001115 | 30 | Cum |
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| 4 | 4 | Centering and shuttering including strutting, propping etc. and removal of form work for :\nFoundations, footings, bases for columns. | BI01010001010000000000000515BI0100001116 | 12 | Sqm |
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| 5 | 5 | 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 :\n1:1.5:3 (1 cement : 1.5 coarse sand( zone-III) : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001117 | 10 | Cum |
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| 6 | 6 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. | BI01010001010000000000000515BI0100001118 | 400 | Kg |
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| 7 | 7 | Brick work with common burnt clay F.P.S.( non modular) (non modular) bricks of class designation 7.5 in foundation and plinth in: \nCement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001119 | 5 | Cum |
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| 8 | 8 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | BI01010001010000000000000515BI0100001120 | 5 | Each |
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| 9 | 9 | 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 | BI01010001010000000000000515BI0100001121 | 5 | Each |
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| 10 | 10 | Providing and fixing aluminium sliding door bolts, ISI marked anodised anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :\n250 x 16 mm | BI01010001010000000000000515BI0100001122 | 5 | Each |
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| 11 | 11 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :\n250x10 mm \n | BI01010001010000000000000515BI0100001123 | 5 | Each |
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| 12 | 12 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :\n125 mm\n | BI01010001010000000000000515BI0100001113 | 5 | Each |
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| 13 | 13 | Providing and fixing aluminium hanging floor door stopper, ISI marked,anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.\nTwin rubber stopper | BI01010001010000000000000515BI0100001114 | 5 | Each |
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| 14 | 14 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: | BI01010001010000000000000515BI0100001115 | 900 | Kg |
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| 15 | 15 | 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.\nIn stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. | BI01010001010000000000000515BI0100001116 | 6000 | Kg |
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| 16 | 16 | 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. | BI01010001010000000000000515BI0100001117 | 300 | Kg |
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| 17 | 17 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | BI01010001010000000000000515BI0100001118 | 500 | Kg |
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| 18 | 18 | 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, 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. | BI01010001010000000000000515BI0100001119 | 20 | Sqm |
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| 19 | 19 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete .\nSize of Tile 600 x 600 mm. | BI01010001010000000000000515BI0100001120 | 10 | Sqm |
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| 20 | 20 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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. | BI01010001010000000000000515BI0100001121 | 80 | Sqm |
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| 21 | 21 | 12 mm cement plaster of mix : \n1:6 (1 cement: 6 fine sand) | BI01010001010000000000000515BI0100001122 | 100 | Sqm |
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| 22 | 22 | Finishing walls with Acrylic Smooth exterior paint of requNew work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)\n | BI01010001010000000000000515BI0100001123 | 100 | Sqm |
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| 23 | 23 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : \n | BI01010001010000000000000515BI0100001113 | 45 | Sqm |
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| 24 | 24 | 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. | BI01010001010000000000000515BI0100001114 | 100 | Sqm |
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| 25 | 25 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia.M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.\n | BI01010001010000000000000515BI0100001115 | 1200 | Sqm |
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| 26 | 26 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. \nNominal concrete 1:3:6 or richer mix (i/c equivalent design mix)\n | BI01010001010000000000000515BI0100001116 | 210 | Cum |
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| 27 | 27 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.\n | BI01010001010000000000000515BI0100001117 | 200 | Sqm |
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| 28 | 28 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001118 | 150 | Sqm |
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| 29 | 29 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.\n | BI01010001010000000000000515BI0100001119 | 100 | Sqm |
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| 30 | 30 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001120 | 51 | Sqm |
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| 31 | 31 | Laying out old cement concrete interlocking pver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-Charge.( Old CC paver blocks shall be supplied by the department free of cost). | BI01010001010000000000000515BI0100001121 | 51 | Sqm |
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| 32 | 32 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.\nExternal work\n25 mm nominal outer dia pipes | BI01010001010000000000000515BI0100001122 | 20 | Metre |
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| 33 | 33 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.\nExternal work\n32 mm nominal outer dia pipes | BI01010001010000000000000515BI0100001123 | 20 | Metre |
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| 34 | 34 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.\nExternal work\n75 mm nominal outer dia pipes | BI01010001010000000000000515BI0100001113 | 20 | Metre |
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| 35 | 35 | 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) :\nFor fixed portion\nPowder coated aluminium (minimum thickness of powder coating 50 micron)\n | BI01010001010000000000000515BI0100001114 | 60 | Kg |
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| 36 | 36 | 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) :\nFor shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)\nPowder coated aluminium (minimum thickness of powder coating 50 micron)\n\n\n | BI01010001010000000000000515BI0100001119 | 200 | Kg |
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| 37 | 37 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS:12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer-in-charge.\nPre-laminated particle board with decorative lamination on both sides\n | BI01010001010000000000000515BI0100001120 | 5 | Sqm |
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| 38 | 38 | 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):\nWith float glass panes of 5.50 mm thickness | BI01010001010000000000000515BI0100001121 | 5 | Sqm |
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| 39 | 39 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors,embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.\nWith stainless steel cover plate minimum 1.25 mm thickness\n | BI01010001010000000000000515BI0100001122 | 1 | Each |
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| 40 | 40 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately).\n | BI01010001010000000000000515BI0100001123 | 5 | Sqm |
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| 41 | 41 | Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of :\n(i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound.\n(ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions.\n(iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.\nUsing rough kota stone. | BI01010001010000000000000515BI0100001113 | 125 | Sqm |
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| 42 | 42 | Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge :\nUsing Rough Kota Stone | BI01010001010000000000000515BI0100001114 | 180 | Sqm |
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| 43 | 43 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading in AAI premises or lcation mentioned by AAI for lead upto 3 km for all lifts, complete as per directions of Engineer-in-charge. | BI01010001010000000000000515BI0100001125 | 200 | Cum |
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| 44 | 44 | Providing and fixing in position Curtain Wall with 4 mm thick Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc4 m m thick Aluminium Composite Panel around the columns / daed walls/ under side of ceiling at all heights ACP shal consist of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick).\nThe standard panel size of ACP shall be of size as shown in drawings.\nThe rate include all necessary frame work, tools and equipments, technical personnel and as per technical specifications, complete as per the direction of the Engineer-in-Charge.\nItem includes , ACP Panel, Weather Sealant, Gasket,Foam, Fixtures all machineries and all taxes complete.\nThe Aluminium frame work behind ACP PANEL shall consist of tube 2 mm thick 38 mm x 38 mm as main frame in a grid of maximum 600 mm x 600 mm fixed to the structure with M6 x 75 mm stainless steel bolts and nuts @ 300 c/c both ways.\nOnly Surface area of Aluminium Composite Panel alongwith its groove shall be measured for payment.\nAll the vertical and horizontal section grooves and peripheral gaps shall be sealed with approved garde sealant ( non staining) weather silicon ( Wacker or Dow Corning or approved equivalent) to make the entire system synchronize with the basic curatin wall structure/ steel structure and also make the system airtight and watertight. The peel off foil should be removed at the time of handing over or as may be required by the site-in-charge.\nCost of ACP panel including the labour element for cutting of ACP panel, stacking, carrying to heights and fixing in appropriate locations at all heights shall be included in the rates. | BI01010001010000000000000515BI0100001126 | 80 | Sqm |
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| 45 | 45 | Providing and replacing the existing glass to the outer side of the Aluminium frame with all sides menchanical support with pressure plate and cap. All components should be sealed for water proofing with silicon of Wacker, DOW corning make or equivalent.\nVision panels with glazed units of size consisting of 32.52 mm thick Hermetically sealed insulted glass comprising with 11.52 mm thick laminated glass ( 5 mm Clear Hea Strenthened Glass + 1.52 mm PVB Layer + 5 mm Heat Strengthened Low e Glass)+ 16 mm air gap + 5 mm Clear Toughened Glass of approved shade with characteristics as per specification fixed in precise size on the outer face of the infill panel of approved make and glazed in fill panel to be formed by approved means of special structural quality silicone adhesive sealent leyer manufactured to standards like Wacker, Dow coning or equivalent at all heights as per direction of Engineer-in-Charge.\n | BI01010001010000000000000515BI0100001127 | 30 | Sqm |
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| 46 | 46 | Providing and fixing 25 mm dia 8.8 grade HILTI bolts in 250-300 mm thick existing RCC Beam for fixing of base plate both sides. A through hole of dia. 25 mm to be drilled ,HILTI 8.8 Grade bolt to be put in hole and gap between hole and bolt has to be completely filled with HILTI RE 500 V3 chemical. Bolt length should be minimum 350 mm and nut and washer has to be provided on both ends of bolt to fix base plate completing the work in all aspects based on the Technical specifications enclosed as per directions of engineer-in-Charge | BI01010001010000000000000515BI0100001128 | 90 | Each |
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| 47 | 47 | Providing and fixing 16 mm dia 8.8 grade in existing RCC Beam/Wall for fixing up base plate for support purpose on one side with a hole size of 20 mmm & filling the gap with HILTI RE 500 V3 chemical including proper cleaning of holes etc completing the work in all aspects based on the Technical specifications enclosed as per directions of engineer-in-Charge. | BI01010001010000000000000515BI0100001125 | 90 | Each |
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| 48 | 48 | Providing & fixing at site a Console of required size as per the drawing enclosed made up of:- \nALUMINUM FRAMED STRUCTURE MADE UP OF sqaure tubular extruded/intruded built up section 30 x 30 x 3 mm with 60 micron powder coated \nWOODEN DESK WITH THE SHAPE & DIMENSIONS AS PER AAI REQUIREMENTS WITH THICKNESS, 25 mm prelaminated Board with one side decorative finish\nALUMINUM PANEL 1.2 mm thick aluminium sheet powder coated with 60 micron FOR DISPLAY MOUNTING REMOVABLE TYPE WITH REQUIERD NO. OF OPENINGS FOR FIXING COMPUTER DISPLAY AND OTHER ACCESSORIES INCLUDING SUPORTED BY BACK FRAME \nCORNER JOINT OPENABLE TYPE\nFRONT FLAP DOOR WITH LOCK REMOVABLE TYPE\nREAR DOOR WITH LOCK REMOVABLE TYPE\nSLIDING DRAWER REAR REMOVABLE TYPE\nSIDE PANEL WITH SLAM LATCH & LOCK REMOVABLE TYPE\nFOOT REST REMOVABLE TYPE of aluminium sheet \nALUMINUM PANEL FOR DISPLAY MOUNTING REMOVABLE\nThe Total console is to be prefabricated & fixed at with all the necssary screws etc.at site .The work shall be executed as per dimensions mentioned in drawing enclosed as per the technical specifications attached with directions of Engineer -in-Charge.The Sheet to be covered wherever not mentioned is aluminium 1.2 mm sheet | BI01010001010000000000000515BI0100001126 | 1 | Nos |
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| 49 | 49 | 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 . \nWith toughened glass panes of 12 mm thickness. | BI01010001010000000000000515BI0100001127 | 75 | Sqm |
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| 50 | 50 | Re-Fixing glazed/ Ceramic/ Vitrified floor/wall tiles with cement based high polymer modified quick-set tile adhesive as per satisfaction of Engineer-in-charge,(Note:- Material to be supplied by the department) | BI01010001010000000000000515BI0100001128 | 50 | Sqm |
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| 51 | 51 | Refixing of existing Calcium Silicate Tiles 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture spintone/cosmos / Hexa or equivalent of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @120 grams per sqm including both side) consisting of main 'T' runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross \"T\" of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main'T' at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross 'T' of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture (Spintone /Cosmos/hexa) in the grid, including, cutting/ making opening for services like diffusers, grills,light fittings, fixtures, smoke detectors etc., wherever required.Main 'T' runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners,4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main 'T' , bottom exposed with 24 mm of all T-sections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by engineer-in-charge..( Note:- Material calcium silicate tiles & framing to be supplied by the department,alignment, Line & Level to be maintained). | BI01010001010000000000000515BI0100001128 | 500 | Sqm |
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