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| 1 | Taking down Cement plaster or cement lime plaster on brick or stone walls including raking out joints, hacking for key & scrubbing down with water etc including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 2 | Hacking out old broken glass (any thickness, size, quality or description) from wooden frames or stone, concrete or brick surrounds, glazed with putty or fixed with beads complete all as specified and directed by Engineer-in-Charge. |
| 3 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and directed by Engineer-in-Charge. |
| 4 | Cutting grooves or rebates in brick walls 75 mm wide and 65 mm deep and shaping horizontal face of groove with cement mortar 1:3 complete all as specified and directed by Engineer-in-Charge. |
| 5 | Demolition of lime/Cement concrete unreinforced as in Ground Floor and paving exc. 15cm thick (above or below G.L.) complete including china mozaic,WC ,disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 6 | Demolition of Cement concrete unreinforced as in Ground Floor and paving n. exc. 15cm thick (above or below G.L.) complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 7 | Demolition of cement concrete (reinforced) (reinforcement cut as required to facilitate demolition) as in roofs, floors (other than ground floors) beams, slabs, staircases, landing, chajjas and similar suspended work complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 8 | Demolition of brick work or stone/boulder masonary built in cement mortar incl all quions arches, pillar or any other descrption etc complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 9 | Taking down chowkhats or frames n.exc 1.5 sqm each (without taking off shutter from the frame) including cutting holes through brickwall and making good the dismantled portion in cm 1:3 or PCC 1:2:4 and removing from the site including dismantling brick work of hold fasts etc complete all as specified and directed by Engineer-in-Charge. |
| 10 | Taking down chowkhats or frames exc 1.5 sqm but n.exc 4 sqm each (without taking off shutter from the frame) including cutting holes through brickwall and making good the dismantled portion in cm 1:3 or PCC 1:2:4 and removing from the site including dismantling brick work of hold fasts etc complete all as specified and directed by Engineer-in-Charge. |
| 11 | Taking down shutters of any description n.exc 1.0 sqm each and removing from the site etc complete all as specified and directed by Engineer-in-Charge. |
| 12 | Taking down shutters of any description exc 1.0 sqm but n.exc 2.0 sqm each and removing from the site etc complete all as specified and directed by Engineer-in-Charge. |
| 13 | Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., and removal from site complete all as specified and directed by Engineer-in-Charge. |
| 14 | Taking down steel tubing and connections of 15 mm bore in pipe with all fittings from walls,ceilings and floors and removal from site complete all as specified and directed by Engineer-in-Charge. |
| 15 | Taking down steel tubing and connections of 20 mm bore in pipe with all fittings from walls,ceilings and floors and removal from site complete all as specified and directed by Engineer-in-Charge. . |
| 16 | Dismanting of wrought iron or mild steel of any description not otherwise provided for in any location and any position complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 17 | Demolition of steel (plain,corrugated,semicorrugated, etc.) sheets in roof coverings etc complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 18 | Dismantling existing Brick tiles or terracing tiles, single layer on roofs complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 19 | Demolition of Mud phuska in roofs, any thickness,including plastering and leeping (whether full thickness removed or only a part thereof) in any position including disposal of unservicable rubbish outside Cantt area complete all as specified and directed by Engineer in Charge. |
| 20 | Cleaning the RCC surface including flashings and junction of parapets etc with wire brushes and water and applying a coat of cement slurry @ 3 Kg/sqm of surface complete all as specified and directed by Engineer-in-Charge. |
| 21 | Dismantling wall and ceiling boards (fibre,pulp, insulation, etc.) or insulation boards /slabs/ blankets, any thickness, including cover fillets complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 22 | Disconnecting existing tanks of capacity exc. 250 ltr & n. exc. 500 ltr, setting aside and removing from site complete all as specified and directed by Engineer-in-Charge. |
| 23 | Disconnecting existing tanks of capacity exc. 500 ltr & n. exc. 1000 ltr, setting aside and removing from site complete all as specified and directed by Engineer-in-Charge. |
| 24 | Disconnecting existing tanks of capacity exc 250 ltr but not exc 500 ltr , setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position. (Cleaning repairing, etc. measured separately) complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 25 | Disconnecting existing tanks of capacity exc 500 ltr but not exc 1000 ltr , setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position. (Cleaning repairing, etc. measured separately) complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 26 | Cleaning and removing all scale and dirt, etc, from tanks and from mouths of circulating pipes, etc of capacity upto and including 500 ltr complete all as specified and directed by Engineer-in-Charge. |
| 27 | Cleaning and removing all scale and dirt, etc, from tanks and from mouths of circulating pipes, etc of capacity exc 500 ltr but not exc 1000 ltr complete all as specified and directed by Engineer-in-Charge. |
| 28 | Repairing of concrete chajjas,facias,columns and the like by providing PCC (1:2:4) type B-0 thickness 15 mm as required including all necessary formwork and provosion of rendering 15 mm thick (average thickness) in cement mortar 1:3 with chicken wire mesh after applying a coat of cement slurry @ 3 Kg/sqm of surface finished even and fair, surface area not exc 450mm wide, in patches including two coats of weather coat Apex paint over a coat of primer including taking down swollen/damaged plaster or concrete complete all as specified and directed by Engineer-in-Charge. |
| 29 | Plain cement concrete 1:2:4 type B-1 using 20 mm graded crushed stone aggregate as in roof padding including weathering, slightly rounded or chamfered angles and troating, including necessary use and waste of formwork for fair finished surface complete all as specified and directed by Engineer-in-Charge. |
| 30 | Plain cement concrete 1:2:4 type B-0 using 12.5 mm graded crushed stone aggregate as in cement concrete in roof kerbs or mud stops,back filling of chowkats, holdfasts, coping, bed plates, cills, benching etc, including weathering, slightly rounded or chamfered angles and troating, including using necessary use and waste of formwork for fair finished surface complete all as specified and directed by Engineer-in-Charge. |
| 31 | Plain cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregate as in surface channels with and including using necessary use and waste of formwork for fair finished surface complete all as specified and directed by Engineer-in-Charge. |
| 32 | Reinforced Cement Concrete nominal mix 1:1.5:3 type A-1 using 20mm graded mechanically crushed stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engineer-in-Charge. |
| 33 | Plain cement concrete (1:4:8) type D-2,using 40 mm graded stone aggregate as in foundations, filling and mass concrete, sub base etc complete all as specified and directed by Engineer-in-Charge. |
| 34 | 75 mm thick, cement concrete type C-1, 1:3:6 using 20 mm graded stone aggregate, finished even & smooth without using extra cement, as in plinth protection, complete all as specified.Plinth protection shall be laid in 1:20 slope and joint filling sealed with bituminous sealing compound grade \\"A\\" . |
| 35 | Supply only Glass dividing strips, 3 mm thick width of strip 38 mm complete all as specified and directed by Engineer-in-Charge. |
| 36 | 25 mm thick Cement concrete (1:2:4) type B-0,using 12.5 mm graded mechanically crushed stone aggregate as in sub base of floor and pavings etc. complete all as specified and directed by Engineer-in-Charge. |
| 37 | Plain cement concrete (1:7:12) type F-2,using 40 mm graded stone aggregate as in sunken floor etc complete all as specified and directed by Engineer-in-Charge.. |
| 38 | 40 mm thick Cement concrete (1:2:4) type B-1,using 20 mm graded mechanically crushed stone aggregate as in flooring finished even and smooth without using extra cement etc. complete all as specified and directed by Engineer-in-Charge. |
| 39 | Use & waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) etc. (rough finished flat surfaces of concrete) complete all as specified and directed by Engineer-in-Charge. |
| 40 | Use & waste of formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping (rough finished flat surfaces of concrete) complete all as specified and directed by Engineer-in-Charge. |
| 41 | TMT steel bars 10mm dia and over, of grade Fe-500D cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge. |
| 42 | TMT steel bars 5-10 mm dia and over, of grade Fe-500D cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips as in stirrups, spacers and binders complete all as specified and directed by Engineer-in-Charge. |
| 43 | First quality Non - skid coloured Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm as in floors etc. set and jointed with 4 mm spacer and grouting the joint of flooring with epoxy grout mix of organic coated filler of desired shade,hardener ,resin in the ratio of 8:1:2 laid over and inculding 15 mm thick screed in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge. |
| 44 | First quality Non - skid coloured Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm as in floors etc. set and jointed with 4 mm spacer and grouting the joint of flooring with epoxy grout mix of organic coated filler of desired shade,hardener ,resin in the ratio of 8:1:2 laid over and inculding 15 mm thick screed in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge. |
| 45 | Glazed ceramic coloured tiles 450 x 300 x 7mm thick on vertical surface such as skirting , dado etc. over and including 10 mm thick rendering in CM 1:4 thick set and jointed with 4 mm spacer and grouting the joint of wall with epoxy grout mix of organic coated filler of desired shade,hardener ,resin in the ratio of 8:1:2 complete all as specified and directed by Engineer-in-Charge. |
| 46 | Vitrified ceramic tiles double charged dark shade 10 mm thick (Square/ rectangular) polished, area of each tiles not exceeding 0.36 Sqm,as in skirting etc set and jointed with 4 mm spacer and grouting the joint of flooring with epoxy grout mix of organic coated filler of desired shade,hardener ,resin in the ratio of 8:1:2 laid over and including 15 mm thick rendring in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge. |
| 47 | Granite jet black shade, 20 mm thick, (table rubbed and polished) in single piece (in one direction) machine cut, machine polished, bedded and jointed with adhesive suitable for granite/stone & pointed with grout of matching shade including necessary cutting over & including 20 mm thick (average thickness) cement mortar (1:3) screed and jointed with grey cement mixed with matching shade pigment including rounding of/moulding to edge (half round ) as in cooking platform, shelves, RCC counters, window cills & similar situations, complete all as specified and directed by Engineer-in-Charge. |
| 48 | Endura tiles heavy duty for heavy traffic 300 x 300 x 10mm thick ,non skid,anti scratch,heavy grip , in floors parking/outdoor tiles etc. set and jointed with 3 mm spacer and grouting the joint of flooring with epoxy grout mix of organic coated filler of desired shade,hardener ,resin in the ratio of 8:1:2 breaking strength not less than 1700 N laid over and including 15mm thick screed bed in CM (1:6) complete all as specified and directed by Engineer-in-Charge. |
| 49 | Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed. |
| 50 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed. |
| 51 | Precast factory madec Cement concrete grey tiles 25cm x 25cm x 25 mm thick, machine pressed; set jointed and pointed in neat cement slurry in floors/roof and cut and polished with grey cement and no pigment over and including 20 mm thick screed bed in cement mortar (1:4) mixed with and including water proofing compound bedding joints grouted flush in cement mortar (1:3) complete as specified and directed by the Engineer-in-Charge |
| 52 | Rubber coated Chequered cement concrete tiles 30mmx30mmx25mm thick with grey cement and pigment, over and including 15 mm thick screed in Cement mortar 1:6 set jointed and pointed in neat cement slurry in floors complete, all as specified and as directed by Engineer-in-Charge. |
| 53 | Brick work with sub class 'B' bricks, class designation 100, old size bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 54 | Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 55 | Rendering 15 mm thick in cement mortar 1:6 on other than fair faces of brickwork or concrete surfaces finished even and fair without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 56 | Rendering 15 mm thick in cement mortar 1:4 on fair faces of brickwork or concrete surfaces finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 57 | Rendering 5 mm thick in cement mortar 1:3 as in ceiling/soffits of slabs/Chajja/ Sunshade finishing the plastered surface even & smooth without using extra cement etc complete all as specified and directed by Engineer-in-Charge. |
| 58 | Rendering 10 mm thick in cement mortar 1:4 on fair faces of brickwork or concrete surfaces finished even and fair without using extra cement mixed with water proofing compound as per manufacturers instructions complete all as specified and directed by Engineer-in-Charge. |
| 59 | Water proofing roof treatment using APP polymeric ( on roof/sunken portion) water proofing membrane minimum 3 mm thick and weighting not less than 3.0 Kg/Sqm black finish reinforced with non-woven polyster matt wt not less than 150 gms/Sqm with thermo fusable finish laid over compatible bitumen primer at the rate of 0.40 Ltr/Sqm over cleaned surface including parapet, applying a coat of blown bitumen 85/25 grade @ 1.2 kg per square metre over priming coat torching over laps with a propane or butan gas torch with a over lap of 100 mm at the side and 150 mm at the ends and sealing all as per manufacturers instructions incl wire brushing and cleaning the top surfaces of concrete, roof surfaces etc. with water including flashings and junction of parapets etc complete all as specified and directed. |
| 60 | Supply only liquid water proofing comound ISI Marked complete all as specified and directed. |
| 61 | Preparation of new plastered surfaces of wall and applying two coats of interior acrylic emulsion on walls over and including a coat of alkali resistant primer and 1 mm wall care puty including preparation of surface complete all as specified and directed. |
| 62 | Preparation of new plastered surfaces of wall and applying Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) including preparation of surface complete all as specified and directed. |
| 63 | Preparation of plastered or unplastered new surfaces of ceilings and applying three coats of white wash including preparation of surface complete all as specified and directed by Engineer-in-Charge. |
| 64 | Preparation old plastered or unplastered surfaces of wall by washing, rubbing down and stopping of painted surfaces of any description filling the all holes / patches with wall care putty to make surface smooth wherever required and applying one coat of cement base paint at any height complete all as specified and directed. |
| 65 | Preparation old plastered or unplastered surfaces of wall/ ceiling by washing rubbing down and stopping of painted surfaces of any description filling the all holes / patches with wall care putty to make surface smooth wherever required and applying one coat of interior acrylic emulsion paint (Ist quality) any tint on walls complete all as specified and directed. |
| 66 | Complete removal of existing treatment,preparation of surfaces of wall and applying two coats of interior acrylic emulsion on walls over and including a coat of primer and 1 mm wall care puty complete all as specified and directed. |
| 67 | Complete removal of existing treatment, preparation of old surfaces of walls filling holes, cracks with putty and apply two coat of weather proof emulsion paint (Ist quality) Apex (internal/ external wall surfaces over two coat of primer damp shealth per manufacturers instructions etc complete all as specified and directed by Engineer-in-Charge. |
| 68 | Complete removal of existing treatment on ceiling with wire brushing, scrapping down smoke soot, mould, moss and efflorescent salts, trading oil and greasy spots filling holes, cracks with putty and applying two coats of white wash complete all as specified. |
| 69 | Complete removal of existing treatment on wall with wire brushing, scrapping down smoke soot, mould, moss and efflorescent salts, trading oil and greasy spots filling holes, cracks with putty and applying two coat of white wash complete all as specified. |
| 70 | Preparation of old or previously treated steel and iron surfaces of any description over 10 cm width or girth and applying one coat of synthetic enamel paint, complete all as specified and directed by Engineer-in-Charge. |
| 71 | Preparation of new or previously untreated steel and iron surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge. |
| 72 | Preparation of new or previously untreated wooden surface of any description not otherwise described over 10cm width or girth and applying two coat of synthetic enamel paint over one coat of pink primer complete all as specified and directed by Engineer-in-Charge. |
| 73 | Preparation of old or previously treated wooden surface of any description not otherwise described over 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge. |
| 74 | Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws,hooks etc complete all as specified and as directed by Engr-in-charge.Colour to be decided by GE |
| 75 | Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall/ridge, fixed with self tapping screws,hooks etc complete all as specified and as directed by Engr-in-charge.Colour to be decided by GE |
| 76 | Steel work in tubular section including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 complete all as specified and directed by Engineer-in-Charge. |
| 77 | Factory made Pressed steel frames, confirming to IS, having profile 125 x 60 mm , 1.25 mm thick MS sheet for doors with one or more rebates including necessary fixing lugs, and fixing only 100 mm size hinges, lock strike plate, etc., with one shop coat of zinc chromate primer and fixing complete all as specified and directed by Engineer-in-Charge. |
| 78 | Factory made Pressed steel frames, confirming to IS, having profile 105 x 60 mm , 1.25 mm thick MS sheet for doors with one or more rebates including necessary fixing lugs, and fixing only 100 mm size hinges, lock strike plate, etc., with one shop coat of zinc chromate primer and fixing complete all as specified and directed by Engineer-in-Charge. |
| 79 | 35 mm thick factory made Flush shutters, solid core construction, with particle core and plywood face panels, commercial type on both sides face covered with decorative face veneer with lipping/frame to match with 1 mm thick mica supplied and fixed complete all as specified and directed by Engineer-in-Charge. |
| 80 | 35 mm thick factory made glazed & Skeleton shutters of 2nd class Hardwood open rebated & prepared to receive glass or gauze etc without sash bar open rebated with edges of framing plain, chamfered or rounded, fitted with cut & mitred beads for securing glass or guage etc size ofstiles rails etc as specified in sec 8 clause 8.24 (a) of SSR Part-I (2009) complete all as specified and directed by Engineer-in-Charge. |
| 81 | Factory made box type steel windows with pressed steel frame min 1.25 thick complete including mild steel acessories like lugs, door stopper, holdfasts, pintol hinges, handles( minimum One for each shutter), and ISI marked tower bolt 150mm size (minimum 2 for each shutter) etc. with glazing bars and without glazing bars (Double shutter ) dovetailed or welded with one shop coat of zinc chromate primer, complete all as shown on drawing No. TD-276(R), Sheet No 1/4 to 2/4, 3/4, 4R/4 and as specified and directed by Engineer-in-Charge.Note: (i) Fabrication as per TD-276 (R) SH 1/4 to 2/4, 3/4, 4 (R) /4(ii)Mode of measurement Unit will be for the complete window except Glass/ Gauge but incl fittings, ISI marked iron mongery complete as per TD. (iii) The PCC back filling in chowkhat of window, Grills,Sheet glass and wire gauge will be measured and paid separately against respective items. |
| 82 | Factory made box type steel windows with pressed steel frame min 1.25 thick complete including mild steel acessories like lugs, holdfasts.( Fixed type ) dovetailed or welded with one shop coat of zinc chromate primer, complete all as shown on drawing No. TD-276(R), Sheet No 1/4 to 2/4, 3/4, 4R/4 and as specified and directed by Engineer-in-Charge.Note: (i) Fabrication as per TD-276 (R) SH 1/4 to 2/4, 3/4, 4 (R) /4(ii)Mode of measurement Unit will be for the complete window except Glass/ Gauge but incl fittings, ISI marked iron mongery complete as per TD. (iii) The PCC back filling in chowkhat of window, Grills,Sheet glass and wire gauge will be measured and paid separately against respective items. |
| 83 | Factory Made Solid PVC Moulded Door Shutter, 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick Moulded PVC Sheet on the front face & 2mm plain colour PVC sheet on back face, supplying & fixing in frame at site as per specification complete all as specified and directed by Engineer-in-Charge. |
| 84 | Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/Ceosetory windows & other Frames/ Chowkhat of size 45 x 70 mm comprising of virgin PVC 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) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modules of elasticity 900 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 fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-in-Charge |
| 85 | Factory made single extruded WPC (Wood Polymer Composite) solid plain board of size 25 mm thick 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. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter including PVC beading on exposed surface complete all as specified and directed by Engineer-in-Charge. |
| 86 | Factory made single extruded WPC (Wood Polymer Composite) solid single side PVC laminate with PVC foil of minimum 14 microns thick of approved colour/shade board of size 25 mm thick 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. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter including PVC beading on exposed surface complete all as specified and directed by Engineer-in-Charge. |
| 87 | Powder coated aluminium (minimum thickness of powder coating 50 micron) frame work for doors, windows, ventilators and partitions (Fixed portions) 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 complete all as specified and directed by Engineer-in-Charge. |
| 88 | Powder coated aluminium (minimum thickness of powder coating 50 micron) for 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) 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 drawings and the directions of Engineer-in-Charge |
| 89 | Aluminium grills of size exc 4 mm x 4 mm and apperture not exc 80 mm including fixing with aluminium Y 1.2 mm thick fixed with steel screws complete all as as specified and directed by Engineer-in-Charge. |
| 90 | 18/19 mm thick HDHMR board (1st quality ) both side with decorative choice lamination both sides fixed with screws in cupboard shutters/shelves and kitchen cabinets complete all as specified and directed by Engineer-in-Charge. |
| 91 | 18/19 mm thick Plywood (solid ) type BB fixed with screws to timber framework including PVC self adhesive as per manufacturers instructions complete all as specified and directed by Engineer-in-Charge. |
| 92 | 0.9 mm thick Decorative laminate type 1 of surface finish, colour and pattern as approved, fixed with approved adhesive as per manufacturer's instructions complete all as specified and directed by Engineer-in-Charge. |
| 93 | Solid PVC Wall Lining consisting of 5mm thick Plain colour PVC sheet inclusive of solvent cement and fixing at site on PVC frame as per specifications complete all as specified and directed by Engineer-in-Charge. |
| 94 | Mild Steel Framed work as in guard bars/grills, gratings, etc.. with ends of bars shouldered/welded and/or riveted, or forged into spikes; framed guard bars/grills conforming to Fe-290 (Gde E-165) complete all as as specified and directed by Engineer-in-Charge. |
| 95 | Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc.,and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed. |
| 96 | Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm fixed with stainless steel wire staples complete all as specified and directed by Engineer-in-Charge. |
| 97 | Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm fixed with stainless steel wire staples fixed in repairs complete all as specified and directed by Engineer-in-Charge. |
| 98 | Sheet glass 4 mm thick, ordinary quality and glazing with silicon sealant & spring glazing clips using Silicon for fixing of glass in addition to glazing putty, in squares not exceeding 0.5 Sq. mtr in each pane, complete all as specified and directed by Engineer-in-Charge. |
| 99 | Sheet glass 4 mm thick, ordinary quality and glazing with silicon sealant & spring glazing clips using Silicon for fixing of glass in addition to glazing putty, in squares exceeding 0.5 Sq. mtr in each pane, complete all as specified and directed by Engineer-in-Charge. |
| 100 | Sheet glass 5.5 mm thick, ordinary quality and glazing with silicon sealant & spring glazing clips using Silicon for fixing of glass in addition to glazing putty, in squares not exceeding 0.5 Sq. mtr in each pane, complete all as specified and directed by Engineer-in-Charge. |
| 101 | Sheet glass 5.5 mm thick, ordinary quality and glazing with silicon sealant & spring glazing clips using Silicon for fixing of glass in addition to glazing putty, in squares exceeding 0.5 Sq. mtr in each pane, complete all as specified and directed by Engineer-in-Charge. |
| 102 | Supply and fixing of stainless steel butt hinges 100 mm long medium weight cold rolled fixed with stainless steel screws orwelding to existing MS frames complete ,all as specified and as directed by Engr-in-charge. |
| 103 | 300 mm, ordinary rat tail rod pattern helical door springs including roller and roller plate complete all as specified and directed by Engineer-in-Charge. |
| 104 | 300 mm long,Aluminium alloy, anodised,sliding door bolt with hasp,staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed bolt not less than 16mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate and fixed complete all as specified & directed by Engineer in Charge. |
| 105 | 150 mm long extruded aluminium alloy handles, fabricated type,anodised complete all as specified and directed by Engineer-in-Charge. |
| 106 | Aluminium anodised,barrel tower bolts of extruded section with length of bolt 150 mm and dia of bolt not less than 10 mm,ISI marked complete all as specified and directed by Engineer-in-Charge |
| 107 | Aluminium Mortice lock, 2 levers,vertical type, size 100 mm complete all as specified and directed by Engineer-in-Charge |
| 108 | Stainless steel cupboard locks, 2 levers with 2 no of keys complete all as specified and directed by Engineer-in-Charge |
| 109 | Floor door stopper of aluminium alloy body and tongue, anodised,with hard drawn steel spring,fixed in floor with overall length of cover plate 140 mm complete all as specified and directed by Engineer-in-Charge. |
| 110 | Continuous (piano) hinges,stainless steel, bright finish or electrogalvanised 30 mm width of flap when open complete all as specified and directed by Engineer-in-Charge. |
| 111 | Supply only of Ball bearing runners 45 mm Telescopic Channel ( 20 Inch ) full extension load capacity 50 kgs, Black powder coated complete all as specified and directed.Make:- Godrej, Helttich india, EBCO. |
| 112 | Chrome plated food grade stainless steel cutlery wire ,pan basket of a modular kitchen (storage basket, cup/ saucer basket, gas basket, thali basket, cutlery basket, grain trolley, plain basket, bottle pullout tray 0 min loading capacity 65 kg made of min 6 mm stainless steel round bars properly welded and joints finished by grinding any description/pattern as approved by GE, fixed with sliding channel,revolving wheels fixed with screws to timber frame work in kitchen cabinets, cupboards etc complete all as specified and directed by Engineer-in-Charge.Note :1. Weight of fittings/fixures like handles,hinges,ball bearing runners, telescopic channels will not be measured2. Only weight of SS wire baskets will be measured before fixing3. Fixing of all fittings/fixures like handles,hinges,ball bearing runners,telescopic channels are included in this item,supply will be paid separately |
| 113 | 144 mm long Stainless steel finish zinc chrome handles, curve design,fixed with stainless steel screws complete all as specified and directed by Engineer-in-Charge.Make:- Godrej, Helttich india, EBCO. |
| 114 | Supply only Stainless steel soft auto closing hinges openable at 0 degree fixed with stainless steel screws to PVC/Wooden moulded shutters frame work in kitchen cabinets,cupboards etc complete all as specified and directed by Engineer-in-Charge.Make:- Godrej, Helttich india, EBCO. |
| 115 | Magnetic catchers cum silencer 50mm long superior quality ,fixed with stainless steel screws to PVC/Wooden moulded shutters frame work in kitchen cabinets,cupboards etc complete all as specified and directed by Engineer-in-Charge. |
| 116 | Floor machine heavy duty ISI marked for aluminium door with all accessories etc complete all as specified and directed by Engineer-in-Charge. |
| 117 | Supply and fixing in repair door closer (Aluminium die cast body) hydraulically regulated,designation No. 1,universal type, suitablefor door shutters of upto 1200 mm in width and of weight not more than 35 kg and fixed complete all as specified and directed by Engineer-in-Charge. |
| 118 | 25mm dia curtain rod of decorative lining aluminium pipe wall thickness 0.9 mm including bracket and decorative balls/caps at both ends of rod complete all as specified and directed by Engineer-in-Charge. |
| 119 | Supply and fixing in PVC prelaminated Gypsum Ceiling board 9mm thick with and including anodised aluminium snap grid framework for ceiling having grid size 605 x 605 mm comprising of wall angle of size 25 mm x 25 mm x1.3 mm,main runner of size 38 mm x 25 mm x1.3 mm. The grid system shall be suspended at every 1200 mm c/c in both directions by using 3.5 mm dia aqualine wire fixed to purlin or RCC roof with suitable fasteners to withstand the load of grid system with ceiling board complete all as specified and as directed by Engr-in-charge.Colour to be decided by GE |
| 120 | PVC strip type wall panelling 5 mm thick coloured wood grain printed design approved by engr-in-charge, inclusive of PVC frame and overlap strips and corner angles ,fixing on to wall incl moulding end caps fixed with PVC sleeves and screws as required at site including dismantling of wall panelling complete all as specified and directed Please Enable Macros to View BoQ information |
| 121 | PVC strip type wall panelling 5 mm thick coloured wood grain printed design approved by engr-in-charge, inclusive of PVC frame and overlap strips and corner angles ,fixing on to wall incl moulding end caps fixed with PVC sleeves and screws as required at site including dismantling of wall panelling complete all as specified and directed Please Enable Macros to View BoQ information |
