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| 1 | Taking down cement plaster any description on brick or stone walls / ceiling, roof plaster etc including raking out joints,hacking for key, scrubbing down with water, complete all as specified and directed by Engineer-in-Charge. |
| 2 | M&L for 10mm thick in CM 1:6 rendering on brick or concrete surfaces finished even and smooth (without using extra cement), complete all as specified and directed complete all as specified and directed by Engineer-in-Charge. |
| 3 | M & L for rendering 15mm thick in cement mortor 1:4 on brick wall / concrete surfaces, finished even and smooth without using extra cement with @ at 3% IWPC (IWPC measured separately) complete all as specified and directed by Engineer-in-Charge. |
| 4 | Supply only Liquid water proofing compound complete all as specified and directed by Engineer-in-Charge. |
| 5 | M&L for Rendering 5mm thick in CM (1:3) as in ceilings concrete surfaces finished even and smooth (without using extra cement), complete all as specified and directed by Engineer-in-Charge. |
| 6 | M&L Preparing newly plastered wall surfaces and apply two coats of oil boud distemper emulsion over a coat of primer, complete all as specified and directed by Engineer-in-Charge. |
| 7 | M & L preparation of new surfaces of walls plastered or unplastered etc and applying two coat of cement based paint paint on wall surfaces complete all as specified and directed by Engineer-in-Charge. |
| 8 | M&L for preparation of new ceiling / facia surfaces and apply three coat of white wash, complete all as specified and directed by Engineer-in-Charge. |
| 9 | Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc., complete all as specified and directed by Engineer-in-Charge. |
| 10 | M&L for fly ash brick work with old size bricks straight or curved on plan exc 6M mean radius built in CM 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 11 | M&L for Pre-cast cement concrete block masonry with solid blocks type C1 1:3:6 (20 mm graded aggregate) exc. 10 cm in width and setting in cement mortar 1:6, complete all as specified and directed by Engineer-in-Charge. |
| 12 | M & L for Preparation of old decorated surfaces (plastered/ unplastered) of ceiling by removing / scraping down all loose particle, smoke soot, moulds, moss & efflorescent salts, oil & greasy spots etc with using broom / steel patti / wire brush / sand papering or by any other mean including applying white cement based putty of any thickness where required for filling to depressions/nail holes/light cracks etc and to make the surface even and smooth after preparing the surface smooth applying one coat of white wash complete all as specified and as directed by Engineer-in-Charge. |
| 13 | M & L for preparation of old decorated surfaces (plastered/unplastered) of walls/pillars /cornices by removing / scraping down all loose particle, smoke soot, moulds, moss & efflorescent salts, oil & greasy spots etc with using broom / steel patti / wire brush / sand papering or by any other mean, washing down with water including applying white cement based putty where required for filling to depressions/nail holes/light cracks etc and to make surface even and smooth after preparing the surface smooth applying one coat of cement base paint with highlighter of any approved shade @ 5 Sqm/kg/1 coat over & including a coat of exterior wall cement primer @10 Sqm/kg/1 coat (In case of second coat) as recommended for undercoat by manufacturer of cement base paint by using following brands of cement base paint and primer by brush or roller complete all as specified and as directed by Engineer In Charge. Note : (i) The prepared surface after wall putty, the contractor will inform to the GE as well as Engineer-in-Charge for site inspection before applying further finishes. Please note that further finishes work will start only after approval of the prepared surface from the GE as well as Engineer In Charge. |
| 14 | M & L for preparation of old decorated surfaces (plastered/unplastered) of walls/pillars /cornices by removing / scraping down all loose particle, smoke soot, moulds, moss & efflorescent salts, oil & greasy spots etc with using broom / steel patti / wire brush / sand papering or by any other mean, including applying white cement based putty where required for filling to depressions/nail holes/light cracks etc and to make the surface even and smooth after preparing the surface smooth applying one coat of oil bound distemper (washable) as approved tint/colour complete all as specified and as directed by Engineer-in-Charge.Note : (i) The prepared surface after wall putty, the contractor will inform to the GE as well as Engineer-in-Charge for site inspection before applying further finishes. Please note that further finishes work will start only after approval of the prepared surface from the GE as well as Engineer In Charge. |
| 15 | M&L preparation of old painted surface of wood and wood based materials of any description not otherwise described over 10 cm. width or girth shall include brooming down or steel wire brushing; scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying one coat of synthetic enamel painting complete all as specified and directed by Engineer-In-Charge. |
| 16 | M&L preparation of old painted surface of Steel and iron work of any description not otherwise described over 10 cm. width or girth shall include brooming down or steel wire brushing; scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-In-Charge. |
| 17 | Material and labour for preparation of old surfaces (plastered/unplastered) of walls/pillars /cornices by brooming down or steel wire brushing, scraping down smoke soot, moulds, moss & efflorescent salts, oil & greasy spots etc including applying white cement based putty where required for filling to depressions to make the surface even and smooth after preparing the surfaces applying one coat of weather proof exterior emulsion paint (wheather coat Apex, 100% exterior grade), as per existing or as approved tint/colour complete all as specified and as directed by Engineer-in-Charge.Note : The prepared surface after wall putty, the contractor will inform to the GE as well as Engineer-in-Charge for site inspection before applying further finishes. Please note that further finishes work will start only after approval of the prepared surface from the GE as well as Engineer In Charge. |
| 18 | Material and labour for preparation of old painted (plastered/unplastered/concrete) surfaces of any description over 10cm girth or width, not otherwise described of walls/pillars /cornices by removing / scraping down all smoke soot, moulds, moss & efflorescent salts, oil & greasy spots etc with using broom / steel patti / wire brush / sand papering after preparing the surfaces applying two coats of plastic emulsion paint, interior emulsion incl one coat of wall care putty (finishing smooth and glossy upto entire satisfaction of Engineer-in-charge) as per approved tint/colour with using paint brush/roller brush complete all as specified and as directed by Engineer-in-Charge.Note : The prepared surface after wall putty, the contractor will inform to the GE as well as Engineer-in-Charge for site inspection before applying further finishes. Please note that further finishes work will start only after approval of the prepared surface from the GE as well as Engineer In Charge |
| 19 | M&L 18-20mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including dismantling of existing stone slabs laid, bedded and pointed in any mortar complete all as specified and directed by Engineer-in-Charge. |
| 20 | Rounding to edges of stone slabs one edge, such as in steps, cooking platform and other similar situations complete all as specified and directed by Engineer-in-Charge. |
| 21 | Material & Labour for providing and fixing in repair stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor other side of waist slab with suitable arrangement complete all as specified and directed by Engineer-in-Charge. |
| 22 | S&F in repairs wash down water closet (pedestal pattern) complete white with plastic water closet seat black closed pattern with flat bottom and cover and mild steel chromium plated or aluminised hinging device and flush pipe of polythelene of low or density or PVC 32mm dia for low level flushing cistern complete all as specified and directed by Engineer-in-Charge. |
| 23 | S & F in repairs, plastic water closet seat & cover for pedestal pan , closed pattern with flat bottom & cover and mild steel chromium plated or aluminised hinging device, complete all as specified and directed by Engineer-in-Charge. |
| 24 | S & F in repair PVC valveless syphonic action type low level flushing cistern 10 Ltr capacity with inlet, ball valve, float and handle incl brackets and flush pipe of polyethylene of low or high density or PVC. 32 mm dia complete all as specified and directed by Engineer-in-Charge. |
| 25 | S & F in repairs health faucet with spray jet (hand shower) chromium plated incl all fitting & fixtures complete all as specified and directed by Engineer-in-Charge. |
| 26 | S&F in repair two way bib cock/tap 15 mm chromium plated complete fancy type of branded complete all as specified and directed by Engineer-in-Charge. |
| 27 | S&F in repair vitreous china wash basin, white, flat back size 550 x 400mm , 01 No. chramium plated piller tap, 01 Nos 32mm waste coupling and pipe, one pair of MS bracket, cutting for and pinning in ends of brackets or erecting stand complete all as specified and directed by Engineer-in-Charge. |
| 28 | S/F in repairs PVC connections 15mm dia 600mm long (for cold/hot water connection with brass or PTMT flynuts and washer at both ends complete all as specified and directed by Engineer-in-Charge. |
| 29 | S & F in repair 125mm size brass chromium plated shower rose with or without swivel joints including fixing to steel pipe or union fixed complete all as specified and directed by Engineer-in-Charge. |
| 30 | S&F in repair 600mmx450mm belvelled edge looking mirror of selected quality glass, mounted on 6mm thick AC building board or commercial plywood with pvc / alluminium frame and fixed to wooden plugs with chromum plated brass screws cup washers, complete all as specified and directed by Engineer-in-Charge. |
| 31 | S&F in repairs flush pipe of polyethylene of low or high density or PVC 32 mm dia, for low / high level flushing cistern complete all as specified and directed by Engineer-in-Charge. |
| 32 | S & F in repairs 3 in 1 brass CP mixer for mixing hot & cold water screwed down for iron pipe and fixed of 15mm bore complete all as specified and directed by Engineer-in-Charge. |
| 33 | S&F in repairs Internal componants part (except PVC body) of PVC Flushing cistern 10 Ltr capacity incl ball valve etc complete all as specified and directed by Engineer-in-Charge. |
| 34 | S&F 500 Ltr capacity rotaional moulded polyethylene water storage tanks cylindrical vertical with closed top hoisted and fixed in position including dismantling & removing to store complete all as specified and directed by Engineer-in-Charge. |
| 35 | S&F 1000 Ltr capacity rotaional moulded polyethylene water storage tanks cylindrical vertical with closed top hoisted and fixed in position all as specified including dismantling & removing to store complete all as specified and directed by Engineer-in-Charge. |
| 36 | S&F in repair Cover/ lid for PVC water tank of any capacity complete all as specified and directed by Engineer-in-Charge. |
| 37 | Taking down of steel tubing and connections complete on walls floors etc for 15mm bore of pipe complete all as specified and directed by Engineer-in-Charge. |
| 38 | All as per item No. 37 above but bore of pipe in 20mm dia complete all as specified and directed by Engineer-in-Charge. |
| 39 | All as per item No. 37 above but bore of pipe in 25mm dia complete all as specified and directed by Engineer-in-Charge. |
| 40 | S&F Galvanised iron medium graded tubes with all fittings and fixed complete on walls / ceiling or laid in floors etc,15mm in dia complete all as specified and directed by Engineer-in-Charge. |
| 41 | All as per item No. 40 above but bore of pipe 20 mm complete all as specified and directed by Engineer-in-Charge. |
| 42 | All as per item No. 40 above but bore of pipe 25 mm complete all as specified and directed by Engineer-in-Charge. |
| 43 | Cutting chases, pinning in. making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubing or concealed conduit wiring, etc., and making good, cutting exc 10 cm but not exc 20 cm girth in brick wall complete all as specified and directed by Engineer-in-Charge. |
| 44 | Supplying and laying of 16mm outer dia CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings in walls/trenches/ceilings complete all as specified and directed by Engineer-in-Charge. |
| 45 | Supplying and laying of 20mm outer dia CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings in walls/trenches/ceilings complete all as specified and directed by Engineer-in-Charge. |
| 46 | Supplying and laying of 25mm outer dia CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings in walls/trenches/ceilings complete all as specified and directed by Engineer-in-Charge. |
| 47 | S & F in repair 15mm bore bib taps, chromium plated cast copper alloy but fancy type, screwed down, screwed for iron pipe or for brass ferrule complete all as specified and directed by Engineer-in-Charge. |
| 48 | S&F in repair 15mm bore cast copper alloy chromium plated angle cock / stop cock with long shank & cup concealed type complete all as specified and directed by Engineer-in-Charge. |
| 49 | S&F in repairs 15 mm dia fancy type stop valves/ angle cock chromium plated screwed down, high pressure, screwed both ends for iron pipe or for unions and fixed complete all as specified and directed by Engineer-in-Charge. |
| 50 | S & F in repair 15mm bore dia. pillar taps (fancy type), cast copper alloy, with capstan heads, chromium plated, screwed down high pressure, with or without lettered ‘Hot' or ‘Cold' with long screwed shanks and fly-nuts, screwed for iron pipe and fixed complete all as specified and directed by Engineer-in-Charge. |
| 51 | S&F in repairs 15mm bib tap standard of PTMT any colour high pressure screwed for iron pipe and fixed.(Minimum weight 15mm-90gms) complete all as specified and directed by Engineer-in-Charge. |
| 52 | S&F in repairs Ball valves 20mm bore high pressure of PTMT with epoxy coated Aluminium rod & high-density plastic bal screwed for iron pipe & fixed. (min. weight 20mm-210 gms) complete all as specified and directed by Engineer-in-Charge. |
| 53 | S&F in repairs Ball valves 25mm bore high pressure of PTMT with epoxy coated Aluminium rod & high-density plastic bal screwed for iron pipe & fixed. (min. weight 25mm-455gms) complete all as specified and directed by Engineer-in-Charge. |
| 54 | S&F in repairs brass, chromium plated soap dish fixed to walls with chromium plated brass screws complete all as specified and directed by Engineer-in-Charge. |
| 55 | S&F in repair brass chromium plated tubular towel rails 20mm dia D type 60cm long between flanges complete all as specified and directed by Engineer-in-Charge. |
| 56 | Cleaning of tank by removing of all scale and dirts & etc, from tank and mouth of circutary pipe etc n.exc 500 Ltr incl writing of dt of cleaning and due dt of leaning on each tank complete all as specified and directed by Engineer-in-Charge. |
| 57 | All as per item No.128 above but exc 500 ltr and n.exc 1000 ltrs complete all as specified and directed by Engineer-in-Charge. |
| 58 | S & F PVC( SWR ) pipes 110mm dia single socketed , in any lenth with rubber ring joints as rainwater, soil waste and vent pipe (with all fittings) fixed to wall or laid in trenches incl taking down complete all as specified and directed by Engineer-in-Charge. |
| 59 | S & F PVC( SWR ) pipes 75mm dia single socketed , in any lenth with rubber ring joints as rainwater, soil waste and vent pipe (with all fittings) fixed to wall or laid in trenches incl taking down complete all as specified and directed by Engineer-in-Charge. |
| 60 | S&F PVC (SWR) bends any radius 110mm bore in repairs complete all as specified and directed by Engineer-in-Charge. |
| 61 | S&F PVC (SWR) bends any radius 75mm bore in repairs complete all as specified and directed by Engineer-in-Charge. |
| 62 | S&F in repairs PVC grating square or circular fitting of size 100 mm with hole etc complete all as specified and directed by Engineer-in-Charge. |
| 63 | Taking down chowkhats or frame with shutter (without taking off shutter from the frame) exc 1.5 Sqm but n.exc 4 Sqm each and removal from site, complete all as specified and directed by Engineer-in-Charge. |
| 64 | Taking down shutters of any description exc 1 Sqm but n.exc 2 Sqm each and removal from site as directed complete all as specified and directed by Engineer-in-Charge. |
| 65 | Resecuring and easing & adjusting without taking down shutters of any description exc 1 Sqm and n exc 2 Sqm each including all fittings as directed complete all as specified and directed by Engineer-in-Charge. |
| 66 | M&L 2nd class hard wood plain straight solid chowkats and frames wrought, framed, rounded, chamfered put together with glue pinned joints and making good the surfaces complete all as specified and directed by Engineer-in-Charge. |
| 67 | S & F 30 mm thick 2nd class hard wood factory made glazed and skeleton shutter divided into square, with plain chamfered or rounded metred and rebital sash bar any number and framing moulded windows, ventilators, etc. provided with stiles and rails as specified in SSR Part I, Section 8 clause 8.20 (b) fitted to chowkats complete all as specified and directed by Engineer-in-Charge. |
| 68 | S & F factory made flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides, thickness 35 mm, etc complete all as specified and directed by Engineer-in-Charge. |
| 69 | S & F Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required; hooks (stay), heavy, for large gates; hook and pintle hinges; large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts of size 25x3 mm MS flat; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe 410-0 or Fe 310-0 complete all as specified and directed by Engineer-in-Charge. |
| 70 | M&L for cement concrete 1:2:4 type BI using 20mm graded stone aggregate as in bed block for hold fasts and coping incl necessary form work weathering slighly rounded or chamfered angles and treating and making good the disturbed portion complete all as specified and directed by Engineer-in-Charge. |
| 71 | S & F 100mm mild steel butt hinges medium weight cold rolled complete all as specified and directed by Engineer-in-Charge. |
| 72 | S & F 125 mm aluminium anodised barrel tower bolts of extruded section complete all as specified and directed by Engineer-in-Charge. |
| 73 | S & F 125 mm long extruded aluminium alloy handles, fabricated type, anodised complete all as specified and directed by Engineer-in-Charge. |
| 74 | S & F 300mm 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, complete all as specified and directed by Engineer-in-Charge. |
| 75 | S & F mild steel 175 mm, ordinary rat tail rod pattern springs including roller and roller plate complete all as specified ( short type, fighter jet aeroplane shape type) complete all as specified and directed by Engineer-in-Charge. |
| 76 | S&F 140 mm size floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring complete all as specified and directed by Engineer-in-Charge. |
| 77 | S & F stainless steel wire cloth, 0.36 mm nominal dia of wire and average width of apreture 1.00 mm & fixed with stainless steel wire, staplescomplete all as specified and directed by Engineer-in-Charge. |
| 78 | M & L preparation of surfaces of wood based material any description over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed by Engineer-in-Charge. |
| 79 | Taking down chowkats or frames with shutters (without taking off shutter from the frames) n exc. 1.5 sqm each complete all as specified and directed by Engineer-in-Charge. |
| 80 | S&F Solid PVC Door frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube supplying and fixing in opening as per specification & drawing complete all as specified and directed by Engineer-in-Charge. |
| 81 | S&F Factory made solid panel PVC door shutter 30mm thick (Style) consisting of frame made out of MS tube for top & bottom rails. MS frame shall be covered with heat moulded plain colour PVC 'C' channel having PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheet for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the MS frame welded/sealed to the style & rails with suitable PVC sheet beading, and jointed together with solvent cement,supplying & fixing in the frame at site as per specification and drawing complete all as specified and directed by Engineer-in-Charge. |
| 82 | S & F 100 MM Butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type B-21 complete all as specified and directed by Engineer-in-Charge. |
| 83 | S & F in repairs 100 MM Butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type B-21 complete all as specified and directed by Engineer-in-Charge. |
| 84 | S & F in repairs 125 mm aluminium anodised barrel tower bolts of extruded section complete all as specified and directed by Engineer-in-Charge. |
| 85 | S & F in repairs 125 mm long extruded aluminium alloy handles, fabricated type, anodised complete all as specified and directed by Engineer-in-Charge. |
| 86 | S & F in repairs 300mm 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, complete all as specified and directed by Engineer-in-Charge. |
| 87 | S & F in repairs mild steel 175 mm, ordinary rat tail rod pattern springs including roller and roller plate complete all as specified and directed by Engineer-in-Charge. ( short type, fighter jet aeroplane shape type) |
| 88 | S&F in repairs 140 mm size floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring complete all as specified and directed by Engineer-in-Charge. |
| 89 | S&F in repairs door closer, aluminium (extruded section body) hydraulically regulated, designation No. 3, universal type, suitable for door shutters of 851 to 1000 mm in width and weight between 61 to 80kG complete all as specified and directed by Engineer-in-Charge. |
| 90 | S&F in repair pre-laminated 18 mm thick lead free factory made 100% Solid WPC (Wood Polymer composite) sheet having high natural fiber contains 25 to 30 % wood colour sheet with density not less than 600 kg /Cbm bent 90°and the weight of sheet of 1 sqm should be 11 kg(+/- 5%) manu facture by ISO-9001-2015 certified company, the sheet should be 100% termite/water proof, fire rertradent, Eco friendly, and finish at all edges at level for making edges lipping using binding tape etc as in Kitchen cupboard,Cabinet fitted with SS screws etc complete all as specified and directed by Engineer-in-Charge. |
| 91 | All as per Srl item No 90 but both side prelam without printed complete all as specified and directed by Engineer-in-Charge. |
| 92 | S & F continous (piano) hinges mild steel, 40mm width of flaps (when open) , bright finish or electrogalvanised in repair complete all as specified and directed by Engineer-in-Charge. |
| 93 | S&F in repair Magnetic catcher as appproved by GE fitted with nuts and bolts complete all as specified and directed by Engineer-in-Charge. |
| 94 | M&L for Zinc finished telescopic drawer channel 18 inch long, ball bearing slide for kitchen cabinets and wardrobe complete all as specified and directed by Engineer-in-Charge. |
| 95 | M& L for Auto closing hinges 35 mm of 0 crank (KH-001 or 8 crank (KH-002) openble at 110 degree for kitchen cabinet shutters complete all as specified and directed by Engineer-in-Charge. |
| 96 | S&F in repair mortice lock of mild steel vertical type of size 150mm 6 Lever complete all as specified and directed by Engineer-in-Charge. |
| 97 | S&F in repair 40mm dia, cupboard knobs fixed with nut, screw and washer of mild steel, bright finished complete all as specified and directed by Engineer-in-Charge. |
| 98 | S&F in repair for brass handles, cast type, polished bright complete all as specified and directed by Engineer-in-Charge. |
| 99 | S&F in repair of MS curtain rod 25mm decorated type, powder coated fixedcomplete all as specified and directed by Engineer-in-Charge. |
| 100 | S&F in repair mild steel brackets for curtain rod 25mm dia , decorative type powder coated complete all as specified and directed by Engineer-in-Charge. |
| 101 | S&F in repair Vertical Blinds winow/Door curtains of approved design and pattern and having glass fibre fabrics in width 5” (or 4”). Minimum overlapping of ¾” in fabric. Top aluminium anodized rail of 1.4 mm thickness,2 inch wide channel with front lamination of same fabric. Runners having stainless steel hooks with built-in shock spring and self aligning slip clutch. End control box composed of double gear system. Stainless steel spacers. Botton weight fully plastic covered linked with plastic bead chain complete all as specified and directed by Engineer-in-Charge. |
| 102 | Hacking out old broken glass from metal frame of any thickness incl punching or drilling out old glazing pin/springs clips and providing and fixing new ones, complete all as specified and directed by Engineer-in-Charge. |
| 103 | S&F sheet glass 4mm thick ordinary quality & glazing with oil putty in square n.exc 0.5 Sqm in each pane at any height and any story complete all as specified and directed by Engineer-in-Charge. |
| 104 | S&F sheet glass 4mm thick frosted quality & glazing with oil putty in square exc 0.5 Sqm in each pane at any height and any story complete all as specified and directed by Engineer-in-Charge. |
| 105 | S&F in repair for stainless steel wire cloth 0.36 mm nominal dia of wire and average width of aperture 1.18 mm and fixed with galvanised wire staples complete all as specified and directed by Engineer-in-Charge. |
| 106 | Demolition floor, hearth or wall tiling including cement mortar bedding (but not backing) and rubbish off the premises complete all as specified and directed by Engineer-in-Charge. |
| 107 | Demolition of cement concrete (Un-reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-Charge. |
| 108 | M&L for 75mm thick Plain cement concrete (1:4:8) type D2 (40mm graded stone aggregate) as in sub base, rough finished surface complete all as specified and directed by Engineer-in-Charge. |
| 109 | M&L for 40 mm thick plain cement concrete (1:2:4) type B1 (20mm graded stone aggregate) finished the surface even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 110 | M&L for Plain cement concrete C-2 type 1:3:6 (40mm graded aggregate) 75mm thick as in plinth protection complete all as specified and directed by Engineer-in-Charge. |
| 111 | M&L for 25mm thick cement concrete (1:2:4) type B0 (12.5mm graded stone aggregate) as in sub-base and finished surface even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 112 | M&L for non skid coloured ceramic tiles 7 to 8mm thick (square or rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc., laid over and including cement screed bed or bedding layer in CM (1:6), 15mm thick and tiles jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tiles, complete all as specified and directed by Engineer-in-Charge. |
| 113 | M & L glazed ceramic coloured tiles of size 300x450x7 mm / 350x 250x 7mm/ 450X 350X 7mm thick on vertical surface as in dados, skirting etc, set and jointed in neat cement slurry over and including 10mm thick plaster in cement mortar 1:4, pointed with white/ coloured cement to matchcomplete all as specified and directed by Engineer-in-Charge. |
| 114 | M&L Vitrified Ceramic tiles, light shade, 10mm thick (Square or rectangular) polished, area of each tile not exc 0.36 Sqm in floors etc., and laid over and including cement screed bed or bedding layout in CM (1:6), 15mm thick and jointed in neat slurry and pointed in white or coloured cement to match using light shade coloured tiles complete all as specified and directed by Engineer-in-Charge. |
| 115 | M&L Vitrified Ceramic tiles 10mm thick (Square or rectangular) polished, area of each tile not exc 0.36 Sqm in skirting / dados etc and including 10mm thick rendering in CM(1:4) baking coat and jointed in neat slurry and pointed in white or coloured cement to match using light shade coloured tiles complete all as specified and directed by Engineer-in-Charge. |
| 116 | M&L chequered cement concrete tiles 30 cm x 30 cm x 25 mm thick with grey cement and pigment, machine pressed, set jointed and pointed in neat cement slurry in floors including 20 mm thick screed bedding layer in CM 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 117 | Dismantling of Stone slabs & tiles of any description or thickness in floors, aprons etc laid dry or laid bedded & pointed in mortar complete all as specified and directed by Engineer-in-Charge. |
| 118 | M & L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed by Engineer-in-Charge. |
| 119 | Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade fixed with grey cement and colouring pigmentscomplete all as specified and directed by Engineer-in-Charge. |
| 120 | Taking down Aluminium chowkats/Frames of area n.exc 1.5 Sqm with shutter (without taking off shutters from the frame) each complete all as specified and directed by Engineer-in-Charge. |
| 121 | All as per item No 119 above but area exc 1.5 Sqm & n.exc 4 Sqm complete all as specified and directed by Engineer-in-Charge. |
| 122 | S & F powder coated (minimum thickness of powder coating 50 micron) aluminium anodised frame for doors, windows, ventilators and partition with one or more rebates including joining cleat for fixing, etccomplete all as specified and directed by Engineer-in-Charge. |
| 123 | S & F powder coated (minimum thickness of powder coating 50 micron) aluminium anodised door shutters, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, ruber neoprene packing, handles 2 Nos in each door, hinges, anodised aluminum snap beading screws, etc complete all as specified and directed by Engineer-in-Charge. |
| 124 | S & F for powder coated (minimum thickness of powder coating 50 micron) aluminium anodised window and ventilator shutters, fixed /sliding/side hung type without sash bar, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws,three track etc complete all as specified and directed by Engineer-in-Charge. |
| 125 | S&F aluminium powder coated grills (pattern DG-104) weight of 2.00 to 3.20 Kg/Sqm for windows, ventilators, etc including jointing, cleats etc and fixed with medium screws into walls / frame work etc complete all as specified and directed by Engineer-in-Charge. |
| 126 | S&F 5.5 mm thick sheet glass, ordinary quality, and sheet glass is ground or obscured or frosted on one side fixed in aluminium door/window/ventilator/partition glazing with rubber beading complete all as specified and directed by Engineer-in-Charge. |
| 127 | M & L for 12mm thick Prelaminated particle board, interior grade, prelaminated both side with decorative choice lamination , fixed with screws to timber frame work/alluminum work like partition or door etc complete all as specified and directed by Engineer-in-Charge. |
| 128 | Dismantling wall and ceiling boards (fibre, pulb, insulation etc) or insulation boards slabs/blankets any thickness including cover fillets complete all as specified and directed by Engineer-in-Charge. |
| 129 | S & F true or horizontal level 600mmx600mm panels, false ceiling, hot dipped galavnised steel sections exposed surface with precoated capping, main tee of size 24x32mm at every 1200mm c/c and cross tee of size 24x27mm (1200mm & 600mm long) at every 600mm c/c and wall angle of size 19x19mm fixed to perimetere wall, as per manufacturer's instructions, grid to be suspended at every 1200mm c/c in both directions by using 2mm dia pre-straightened GI wire at every 1200mm internal at the main tee, including 7-8mm thick gypsum board of size 600mm X 600mm with rear side aluminium foil and front side PVC lamination, complete all as specified and directed by Engineer-in-Charge. |
| 130 | M & L Post constructional Antitermite treatment at points of contact of wood work by chemical emulsion (in oil or kerosene based solution) @ 0.5 litre / hole by drilling 6mm dia holes at a downward angle of 45 degree at 150mm centre to centre and sealing the same complete all as specified and directed by Engineer-in-Charge. |
| 131 | Dismantling wrought iron or mild steel work of any description not other wise provided for complete all as specified and directed by Engineer-in-Charge. |
| 132 | M&L for framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to including joining welding and connecting each other to form a cage for water tanksFe.290.Gde-E-165complete all as specified and directed by Engineer-in-Charge. |
| 133 | S & F for 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 by Engineer-in-Charge. |
| 134 | M&L for preparation of new or previously untreated steel surfaces of any description, not otherwise described, 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. |
| 135 | S&F for Solid PVC Wall Lining consisting of 5mm thick Plain colour / wood grain printed PVC sheet inclusive of solvent cement and fixing at site on 18mm minimum thick PVC/WPC frame as per specifications and drawing including dismantling existing boards of any description any pattern including fillets, frame etc complete all as specified and directed by Engineer-in-Charge. |
| 136 | M&L for 5mm thick PVC sheet fillet of width 35mm for wall paneling inclusive of fixing on to wall to make PVC frame complete all as specified and directed by Engineer-in-Charge. |
| 137 | M & L for PCC type D2 1:4:8 ( using 40mm graded stone aggregate) in foundations, filling and mass Concretecomplete all as specified and directed by Engineer-in-Charge. |
| 138 | Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc., complete all as specified and directed by Engineer-in-Charge. |
| 139 | M&L for fly ash brick work with old size bricks straight or curved on plan exc 6M mean radius built in CM 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 140 | Demolition of cement concrete (Un-reinforced) in ground floors and pavings n exc. 15cm thick (Below or above ground level) complete all as specified and directed by Engineer-in-Charge. |
| 141 | M&L for PCC 1:2:4, type B0 (using 20 mm graded stone aggregated) as in coping / benching to manholes and drains including necessary form workcomplete all as specified and directed by Engineer-in-Charge. |
| 142 | M&L for Preparing of newly plastered surfaces and applying three coats of white wash on walls complete all as specified and directed by Engineer-in-Charge. |
| 143 | Demolition of Concrete (reinforced) of any description and in any position not otherwise specifically provided complete all as specified and directed by Engineer-in-Charge. |
| 144 | M&L for Pre Cast Cement Concrete 1:2:4 type B1 (using 20 mm graded aggregate) as in Cover slab for manholes etc set in cement mortor 1:6 including use and waste necessary form work (Reinforced shall be measured and paid seprately) complete all as specified and directed by Engineer-in-Charge. |
| 145 | M&L for Mild steel TMT bars, 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders , cut ot 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 wire complete all as specified and directed by Engineer-in-Charge. |
| 146 | M & L for providing precast cement concrete louvres and jallies, 35mm thick Type B0 1:2:4 using 12.5mm size aggregate including all mouldings but excluding frame set with CM 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 147 | Dismantling fencing wire mesh of any type & description complete all as specified and directed by Engineer-in-Charge. |
| 148 | Supply only MS galvanised chain link fencing haevy zinc coated (Hot dip), aparture size 50mm and wire of 3 to 4 mm diacomplete all as specified and directed by Engineer-in-Charge. |
| 149 | Fixing only chain link fencing any mesh size and type to any type of standard, rails, iron angle posts, straining bolts etc incl provision of binding wire complete all as specified and directed by Engineer-in-Charge. |
| 150 | S & F in repairs galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins etc. complete all as specified and directed by Engineer-in-Charge. |
| 151 | S & F for Mild steel work angles, bars, flats etc. as in fencing post struts including cutting tops to shape as directed including embedding in concrete and all necessary drilling holes, bolting or riveting , welding notching for wire and similar work confirming to Fe 290 Gde-E-165 complete all as specified and directed by Engineer-in-Charge. |
| 152 | M&L for mild steel framed work as hung gates, including pintle hinges, stops, hand-made sliding bolts, etc. as grills, gratings, etc with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks, and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed by Engineer-in-Charge. |
| 153 | Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion in concrete or brick work and making good disturbed ground complete all as specified and directed by Engineer-in-Charge. |
| 154 | Excavating post holes or similar holes, each not exceeding 0.5 Cu. M, getting out in hard/ dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance not execeeding 50 M and making good surface complete all as specified and directed by Engineer-in-Charge. |
| 155 | M & L for PCC (1:3:6) type C-2 (using 40mm graded stone aggregate) as in foundation filling & mass concrete for post/pillars etc complete all as specified and directed by Engineer-in-Charge. |
| 156 | S & F for mild steel screw bolts of 11 to 15mm diameter of neck (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc 5cm and not exc 10cm complete all as specified and directed by Engineer-in-Charge. |
| 157 | M&L for MS round bars, 10mm dia & over , cut ot 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 wirecomplete all as specified and directed by Engineer-in-Charge. |
| 158 | Demolition of stone slabs and tiles of any description or thickness in floors, aprons etc. laid, bedded and pointed in any mortar and rubbish off the premises complete all as specified and directed by Engineer-in-Charge. |
| 159 | M & L for 60mm thick machine pressed precast cement concrete tiles of interlocking pattern with grey cement and pigment rubber moulded with vibration technology set and jointed as per manufactures instructions laying over sand cushioning complete all as specified and as directed by Engr-in-charge. Note : (i) Rate quoted by contractor shall deemed to inclusive of filleting the side of pavement with PCC (1:2:4) type B1 complete all as specified and directed by Engineer-in-Charge.(ii) Sand cushion will be measured & paid separetely complete all as specified and directed by Engineer-in-Charge. |
| 160 | M&L for 75mm thick PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in sub base and finishing surface of concrete even and rough to receive the topping layer complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
