Tender For Repair To Joinery, Plumbing, Sanitary,Plastering And Other Connected Bldg Repair Work In Otm Accn-Iii Of Age B/R-Ii Under Ge (North) Ambala Cantt; 1 Schedule A Part-I (B/R itmes)Dismantling of brick work built in cement mortar or cement lime mortar including all quoins, arches,pillar, etc. but excluding ashlar facing, dressed stone work and precast concrete articles complete all as specified and as directed by the Engineer-in-Charge. 2 Material and labour for brick work with sub class B old size bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge. 3 All as per serial item No. 02 here in befor but except bricks old serviceable bricks obtained from serial item No01aboveincluding removing motar, cleaning the bricks with water, complete all as specified and as directed by the Engineer-in-Charge. 4 Material and labour for brick work with sub class -B bricks, in half brick thick walls, built in cement mortar 1:4 straight or curved on plan to any radius, complete all as specified and directed by Engr-in- charge 5 Taking down cement or cement lime plaster of any description on brick or stone walls, etc. including racking out joints, hacking for key scrubbing down with water, etc. complete all as specified and as directed by the Engineer-in-Charge 6 Material and labour rendering 15 mm thick on brick work or concrete wall surfaces in cement mortar (1:4)including mixing water proofing compound @ 2% by weight of cement or as per manufacturers instruction and finished fair and even without using extra cement complete all as specified and as directed by the Engineer-in-Charge. ( Note- The cost of providing WPC shall be included in quoted rate under this item ) 7 Material and labour for rendering 15 mm thick on any faces of brick work or concrete wall surfaces in cement mortar (1:6) and finishing the surface even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. 8 Material and labour for rendering 10 mm thick on fair faces of brick work or concrete ceilingsurfaces, chajjas, etc. in cement mortar (1:3) andfinishedeven and smoothwithout using extra cement complete all as specified and as directed by the Engineer-in-Charge. 9 Material and labour for rough cast plaster complete as specified in SSR Part-I, clause 14.22 shall consisting of following:- firstly apply under coat in cement mortar 1:4 not less than 10 mm thick and while still it is in plastic state the rough cast mixture consisting of crushed stone or fine stone aggregate of size between 6 to 12 mm as per the texture required mixed with coarse sand and cement in the ratio 1:1:1 shall be applied, complete all as specified and as directed by the Engineer-in-Charge. 10 Material and labour for preparation of new plastered/unplastered surfaces of walls, chajjas, roof projection, etc. and applyingtwo coats of cement base paintover a coat of alkali resistant primer complete all as specified and as directed by the Engineer-in-Charge. 11 Material and labour for preparation of newly plastered/ unplastered surfaces of walls and applying two coats of acrylic distemperwith painting roller over and including 1 to 2 mm thick wall care putty white cement based in one or two coats to achieve smooth surfaces, complete all as specified and as directed by the Engineer-in-Charge. 12 Material and labourfor preparation of new plastered/unplastered surfaces and applyingthree coats of white lime wash on surfaces of ceilings, chajjas, roof projection etc., complete all as specified and as directed by the Engineer-in-Charge. 13 S & F stainlesssteel curtain rod 25mm dia having wall thickness 1.00mmfixed with and including stainless steeldecorative brackets, two lotto for each rod length at both endetcas in repair complete all as specified and as directed by the Engineer-in-Charge. 14 Supply and fixingPVC connections 15 mm size and600 mm of length with PTMT nuts and PVC washers on both endsas in repair completeall as specified and as directed by the Engineer-in-Charge. 15 Taking up or down 20mm bore steel tubing and connections, including cleaning for refixing or removal to store complete all as specified and as directed by the Engineer-in-Charge 16 Taking up or down 15mm bore steel tubing and connections, including cleaning for refixing or removal to store complete all as specified and as directed by the Engineer-in-Charge 17 Material and labour for galvanised iron tubing 15mm bore, ISI marked, medium grade with all fittings and fixed complete to walls and ceilings or laid in floorscomplete all as specified and as directed by the Engineer-in-Charge. 18 Material and labour galvanised iron tubing 20 mm bore, ISI marked, medium grade with all fittings and fixed complete to walls and ceilings or laid in floorscomplete all as specified and as directed by the Engineer-in-Charge. 19 Supply and fixing as in repair bib tap 15mm bore fancy type brass chromium plated with long body,ISI marked, wall flanges and capstan head,screwed down,screwed for iron pipe or for brass ferrule complete all as specified and as directed by the Engineer-in-Charge. 20 Supply and fixing as in repairfancy type pillar tap of 15mm bore, cast copper alloy, with capstan heads, ISI marked, chromium plated, screwed down, high pressure, with long screwed shanks and fly nuts, screwed for iron pipe complete all as specified and as directed by the Engineer-in-Charge. 21 Material and labour for 75mm bore PVC (SWR) multi-floor trap, plain with grating including jointing with solvent cement as in repair complete all as specified and as directed by the Engineer-in-Charge 22 S & F 15mm bore cast copper alloy fancy type chromium plated stop valves with long shank and cup (concealed type), screwed down, high pressure with capstan head, scrwed both ends for iron pipe or for unions as in repair ,complete all as specified and as directed. 23 Supply and fixing as in repair brass chromium plated tubular towel rail, 20mm dia,60cm long between flanges complete all as specified and as directed by the Engineer-in-Charge. 24 Supply and fixing as in repair15mm bore cast copper alloy chromium platedangular stop valves, ISI marked,screwed down, high pressure withcapstan head, screwed down both ends for iron pipe or for unions complete all as specified and as directed by the Engineer-in-Charge. 25 Supply and fixing of vitreous china wash hand basin whitewith pedestal,ISI marked,flat back of size 550mmx400mm fixed on and including cast iron cantilever bracket, 32mm dia brass waste coupling chromium plated and 32 mm dia PVC waste pipe including fixing ofwaste fitting, etc as in repair complete all as specified and as directed by the Engineer-in-Charge. 26 Supply and fixing as in repairvitreous china squatting pan, Orissa pattern,580 mm x 440 mm size, whitecolour with integral foot rest and PVC SWR P orS trap of pressure rating 6 Kg per square cm complete including provision of cement concrete bedding, connection to trap, outgoing flushing pipe, anti syphonage pipe, etc.complete all as specified and as directed by the Engineer-in-Charge. 27 Supply and fixing in replacement10 litre PVC valveless syphonic action type flushing cistern with inlet ball valve float, handle, etc. with and including brackets, flush pipe, etc.and connections of flush pipes to WCcomplete all as specified and as directed by the Engineer-in-Charge. 28 Supply and fixing for vitreous china wash down water closet pan (pedestal pattern), white (including fixing bolts but excluding flushing cistern and flush pipe) including plastic water closet seat white closed pattern with flat bottom cover and mild steel chromium plated or aluminium hinges deviceas in repaircomplete all as specified and as directed by the Engineer-in-Charge. 29 Supply and fixing as in repair vitreous china urinal, half stall type white (excluding flushing cistern, flush pipe) but including brass chromium plated spreader, PVC waste pipe, providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement, grating and union for discharge pipe. (exclusive of fixing supply pipe to flushing cistern, trap and waste pipe) , complete, all as specified and as directed. 30 Supply and fixing in replacement of 600mmx450mm bevelled edge mirror 5mm thick of selected quality glass, mounted on 6mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers complete all as specified and as directed by the Engineer-in-Charge. 31 Supply and fixing of plastic water closet seat cover ,white closed pattern with recessed bottom, and cover and mild steel chromium plated or aluminium hinging device as in repair complete all as specified and as directed by the Engineer-in-Charge. 32 Supply and fixing of 32 mm dia PVC waste pipe of standard length for wash hand basin / Kitchen sink etc asin repair complete all as specified and as directed by the Engineer-in-Charge. 33 Disconnecting existing water tanks of capacity500 ltrsetting aside (or lowering if required) &cleaning and removing all scale and dirt etc from in side ofPVC/RCC tanks and mouths of circulating pipe & writing date on cleaning on the tank with synthetic enamel paint not less than 200mm long and 20mm wide of words and reconnecting and refixing of the tank in position to make it operational,complete, all as specified and as directed by the Engineer-in-Charge.NOTE :- (i)The unit rate shall be included cost of small fittings such as elbow, socket, reducer, tee, union, etc.(ii)The whole process of reconnecting and refixing inposition after cleaning/after carrying out water proofing treatment shall be done on the same day to ensure uninterrupted water supply to the occupant, if failing so, Rs. 200/– shall be deducted for each tank per day from the contractor due. 34 Disconnecting existing water tanks of capacity1000 ltrsetting aside (or lowering if required) &cleaning and removing all scale and dirt etc from in side ofPVC/RCC tanks and mouths of circulating pipe & writing date on cleaning on the tank with synthetic enamel paint not less than 200mm long and 20mm wide of words and reconnecting and refixing of the tank in position to make it operational,complete, all as specified and as directed by the Engineer-in-Charge.NOTE :- (i)The unit rate shall be included cost of small fittings such as elbow, socket, reducer, tee, union, etc.(ii)The whole process of reconnecting and refixing inposition after cleaning/after carrying out water proofing treatment shall be done on the same day to ensure uninterrupted water supply to the occupant, if failing so, Rs. 200/– shall be deducted for each tank per day from the contractor due. 35 Supply and fixing , water storage tank, 1000 ltr capacity, HDPE triple layer, white colour, conforming to IS, fixed and hoisted in position on staging or roof complete with locking arrangement including over flow pipe, air lock pipe, brass valve 20 mm dia high pressure with polythene float and flynut, screwed and suitable for iron pipe 20 mm bore and including 20mm bore tank nipple & one 20mm GI union at outlet and including disconnecting anddismantling of existing water tanks and removing from site all as specified in SSR Part–I , complete all as specified and as directed by the Engineer-in-Charge.Note : - The colour of tanks shall be white colour . 36 Supply and fixing , water storage tank, 500 ltr capacity, HDPE triple layer, white colour, conforming to IS, fixed and hoisted in position on staging or roof complete with locking arrangement including over flow pipe, air lock pipe, brass valve 20 mm dia high pressure with polythene float and flynut, screwed and suitable for iron pipe 20 mm bore and including 20mm bore tank nipple & one 20mm GI union at outlet and including disconnecting anddismantling of existing water tanks and removing from site all as specified in SSR Part–I , complete all as specified and as directed by the Engineer-in-Charge.Note : - The colour of tanks shall be white colour . 37 Taking down chowkats or frames with shutterarea exceeding 1.50 Square meter andnot exceeding 4.00 Square meter (without taking off shutters from the frames) and removing from site, including cutting holes for taking out existing hold fasts and making good the disturbed portion of jambs and adjoining surfaces to match with existing finish complete all as specified and as directed by the Engineer-in-Charge. 38 Taking down chowkats or frames with shutterareanot exceeding 1.50 Square meter (without taking off shutters from the frames) and removing from site, including cutting holes for taking out existing hold fasts and making good the disturbed portion of jambs and adjoining surfaces to match with existing finish complete all as specified and as directed by the Engineer-in-Charge. 39 Taking down shutters of any description area exceeding 01 sqm but not exc 2 sqm each and removing the same from site complete all as specified and as directed by the Engineer-in-Charge. 40 Material and labour for factory made 2nd class hard wood 35 mm thick plain framed panelled shutter( two panel) with lock rail and panel of 9 mm BWP commercial ply or 12 mm veneered particle board with commercial veneering on both face . The size of rail and style as per IS:1003 (Part-1) kiln seasoned and chemically pressure treated complete all as specified and as directed by the Engineer-in-Charge. 41 Material and labour for factory made 35 mm thick 2nd class hard wood glazed and skeletonshutters,open rebated and prepared to receive glass , gauze etc. (without sash bars) ,edges of framing plain chamfered or rounded , fitted with cut and mitred beads for securing glass etc size of members of shutters as specified in SSR Part-I, Section-8, clause 8.24 (a) (wood shall be kiln seasoned and chemically pressure treated) complete all as specified and as directed by the Engineer-in-Charge. 42 Supply and fixing as in repairbox type using ERW hollow P section ventilators fixed type with glazing barincluding MS grills of square bar 10mm dia @ 100 c/c complete with glazing bars dovetailed or welded, including two coat of synthetic enamel ordinary tint paint over a coat of red oxide primer, complete all as specified and as directed by Engr-in-charge. 43 Supply and fixing ofsolid PVC door frame of size 50mm x 47mm made out of 5mm prelaminated PVC sheet on single side used instead of plain colour PVC sheet reinforced with MS square tube, edges will be painted to match with prelaminated sheet andfixed in opening complete all as specified and as directed by the Engineer-in-Charge. 44 Supply and fixing offactory made solid PVC moulded door shutters with particle board core 28 to 30 mm thick (styles) with 2, 4, or 6 raised panel design with 2 mm thick prelaminated moulded PVC sheet on the front face and 2mm thick plain colour PVC sheet on back face fixing in frame at site as per specification and drawing complete all as specified and as directed by the Engineer-in-Charge. 45 S&F double shutter steel window box type ERW hollow P section comprising of glazed/gauged skeleton shutterfabricated fromfollowing sections :-(a) ERW hollow P section frame of size 60 mm x25 mm made from 1.25 mm thick MS sheet (02 Nos i.e. 01 for glazed shutter and 01 for gauzed shutter ). Both P section shall be welded with flat iron 25x03 mm thick all around of frame on both inner and outer faces . (b) Style and rails of window shutters shall be fabricated with ERW hollow P section of size 50 mm x25 mm made from 1.00 mm thick MS sheet and comprising of 02 Nos sash bars for glazed window leafof T – section20 x 03 mm thick and one No sash bar of 20 mm x 3 mm thick section for gauzed winodw leaf .(c) Vertical mullion shall be ERW hollow T -section of size 60 x 25 mmmade from 1.25 mm thickMS sheet (d) The above steel window shall be deemed to include the following accessories/ fittings : i)Hold fast 150mm long mild steel flat iron 12x3 mm thick made to shape- 04 Nos per window ii)Handle of Z section 20mmx25mm, 100mm long – 01 No per leaf.iii) MS tower bolt stove enamelled150mm long- 2 Nos per leaf. iv) Z section 20mmx25mm, 100mm long stopper – 01 No per leaf. (v) Cleat 55 mm long of solid square 15x20x.63mm square - 01 No per leaf vi)Pintal hinges 12 x 75 mm- 2 Nos each leaf vii) 10mm square Guard bar @ 10 cm c/c welded to frame .(viii) Two coat of Synthetic enamel paint over one coat ofred oxide primer.(ix) 0.36mm nominal dia of stainless steel wire mesh and average width of aperture of 1.40mm fixed in gauzed skelton shutter ofwindow with flat iron 15 x 03 mm with steel screws .(x) 3mm thick sheet glass, ordinary quality and with oil putty in square n. exc 0.5sqm in each pane fixed in glass shutter of window.(xi) Fabrication and fixing arrangements as per specification including cutting holes and making good dismantled portion in PCC 1:2:4 type B-1 /cement plaster 1:4 as require and make finish good to the existing surface complete all as specified and directed.Notes : (i) For the purpose of measurement and payment double shutter both glazed and gauzed with frames shall be considered as one unit.(ii) Unit rate quoted against this item shall also include the iron mongery, grill and other accessoriries as mentioned above.(iii) The window upto1.00 metre width shall consists of two leaves both for gauzed shutter and glazed shutter and all the shutters are openable.The window more than 1.00 metrewidth shall have two openable leaves onboth outer sidefor gauzed shutter and glazed shutter and middle leaf/shutter shall be fixed type. 46 Material and labour for rolled mild steel framed work as in chowkats ofdoor or gates of angle or other section with gusset plates, rails braces etc. complete. drilled for fixing for steel sheeting or other covering doors, etc to be prepared for hanging or sliding with and including either hooks and hinges and hanging ,door fitting (exclusive of steel sheeting or other covering, running rails and guides) also fastening and fixingconforming to Fe-290-W (Gde E-165) quality A complete all as specified and as directed by the Engineer-in-Charge. 47 Material and labour forPCC 1:3:6 type C1 using 20mm graded crushed stone aggregate as in holdfasts etc.,complete all as specified and as directed by the Engineer-in-Charge. 48 Supply and fixing of 150 mm long aluminium handle, cast type, anodised complete all as specified and as directed by the Engineer-in-Charge. 49 Supply and fixing of 200 mm long, aluminium anodised, barrel tower boltsof extruded sectioncomplete all as specified and as directed by the Engineer-in-Charge. 50 Supply and fixing of 250mm long aluminium alloy, anodized, sliding bolts with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast aluminium alloys to door shutter complete all as specified and as directed by the Engineer-in-Charge. 51 Supply and fixing of butt hinges 100mm long of stainless steel, medium weight, complete all as specified and as directed by the Engineer-in-Charge. 52 S&F mild steel 150mm, ordinary rat tail rod pattern springs, including roller and roller plate including welding or screwing to MS frame complete all as specified and directed. 53 Supply and fixing in repair stainless steel grating 100mm dia with or without waste hole complete all as specified and directed. 54 Resecuring or easing & adjusting shutters of any description exc 1 sqm and not exc 2 Sqm each, without taking down shutters complete all as specified and as directed by the Engineer-in-Charge 55 Material & Labour for running welding in repairs thickness to metal to be welded not exc 6mm complete all as specified and directed by Engr-in-charge. 56 Material and labour for preparation of new woodensurfacesof any description, not otherwise described, over10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and as directed by the Engineer-in-Charge. 57 Material and labour forpreparation of new steel surfacesof any description, not otherwise described, over10 cm width or girth and applying two coats of synthetic enamel paintover a coat of red oxide primer complete all as specified and as directed by the Engineer-in-Charge. 58 Hacking out old broken glass (any thickness, size, quality or description) from wooden frames or stone, concrete or brick surrounds and steel window frame glazed with putty or fixed with beads complete all as specified and as directed by the Engineer-in-Charge. 59 Material and labour for sheet glass 3.0mm thick ordinary qualityand glazing with oil putty in square not exc 0.5 sqm in each pane and glazing with oil putty to steel window and with wooden beads to wooden shutters, complete all as specified by the Engineer-in-Charge. 60 Supply and fixing ofstainless steel wire cloths0.36 mm nominal dia of wire and averagewidth of aperture 1.40 mm and fixed with stainless steel wire staple complete all as specified and as directed by the Engineer-in-Charge. 61 Supply and fixing as in repair stainless steel wire cloths0.36 mm nominal dia of wire and averagewidth of aperture 1.40 mm and fixed with stainless steel wire staple complete all as specified and as directed by the Engineer-in-Charge. 62 Dismantling of 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 as directed by the Engineer-in-Charge. (Note:- this item shall be executed where only tiles are dismantling) 63 Demolition of cement concrete (un–reinforced) in ground floors and pavings not exe 15 cm thickness (below or above ground level) complete, all as specified and as directed by the Engineer-in-Charge. 64 Material and labour forNon Skid coloured ceramic tilesjoint free premium/1st quality 7 to 8 mm thick, (Square/rectangular)area of each tile exceeding 0.11 sqm but not exceeding 0.36 sqm, in floors, etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over andincluding15mm thick screed bed in CM 1:6 complete all as specified and as directed by the Engineer-in-Charge. 65 Material and labour forNon Skid coloured ceramic tiles joint freepremium/1st quality of same description as of floor tiles in serial item No. 64 abovebut 100mm to 200mm heightas in skirting, set and jointed in neat cement slurry and pointed in white or colouredcement mixed with pigmentto match over and including 10mm thick rendering on fair faces of brick / concrete surfaces in cement mortar 1:4complete all as specified and as directed by the Engineer-in-Charge. 66 Material and labour for glazed ceramic coloured tiles joint free premium/1st quality in vertical surfaces/skirtings/dados of size300mmx 600mmx7mmto 8 mmm thick, set and jointed in neat cement slurry and pointed in white or colouredcement mixed with pigmentto match over and including 10mm thick rendering onfaces of brick / concrete surfaces in cement mortar (1:4),complete all as specified and as directed by the Engineer-in-Charge. 67 Material and labour for vitrified ceramictiles light shade,1st quality,(square/ rectangular), 10mm thick, area of each tile exceeding 0.36 sqm andnot exc 1.00 sqm as in floor, set and jointed in neat cement slurry and pointed in colouredcement to match the surface over and including screed bed or bedding layer 15 mm thick in cement mortar 1:6for laying floor finishes complete all as specified and as directed by the Engineer-in-Charge. 68 Material and labour for vitrified ceramiclight shade tiles, 1st quality, of same description as of floor tiles in serial item No.67abovebut 100mm to 200mm heightas in skirting, set and jointed in neat cement slurry and pointed in colouredcement to match the surface over and including rendering 10 mm thick in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge. 69 Material and labour for25 mm thick PCC 1:2:4, type B0 as in sub base of floor (using 12.50mm gradedcrushed stone aggregate), finished even & fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge.Note- This item shall not be executed in the location, where dismantling of tiles only have been done. 70 Material and labour for 8 to 10mm thickheavy duty (digital) vitrified coloured paver tiles of size 300mm x 300mm in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15mm thick screed bed in cement mortar (1:4) , complete all as specified and as directed by the Engineer-in-Charge. Make: Endura of Johnson or Durastone of Somany or equivalent make given in App ‘B’ 71 Supply andfixing PCC coloured, rubber moulded, interlocking designer paver blocks (double glossy) in any and shape, confirming to IS-15658-2006 of 60mm thickness, M-35 grade in path, hard standing, etc. laid over and including 50 mm thick screed or bedding layer of sand, complete all as specified and as directed by the Engineer-in-Charge. 72 Material & Labour providing 75 mm thick cement concrete (1:4:8) type D-2 using 40mm graded crushed stone aggregates as in sub base complete all as specified and as directed by the Engineer-in-Charge. 73 Material and labour machine cut kota stone slab flooring 18 to 20 mm thick(size of each slab not less than 550mm x 550mm) in floor/landing/treads of stairs,set and jointedin neat cement slurrywith greycementmixed withpigment to match the shade of the slab including rubbing and polishing (granite finish) over and including 15 mm thick screed bed in CM 1:4 ,complete all as specified and as directed. 74 Material and labour machine cut kota stone slab flooring 18 to 20 mm thick ( kota stone shall be cut from size not less than 550mm x 550mm) in skirting , set and jointedin neat cement slurrywith greycementmixed withpigment to match the shade of the slab including rubbing and polishing (granite finish) over and including 10 mm thick renderingin CM 1:4 ,complete all as specified and as directed. 75 Material and labour Granite (of any type) work (table rubbed and polished) 16 to 20mm thick as Horizontal surafce 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 match the shade over and including on 15mm thick cement screed incement morter (1:4) directed by the Engineer-in-Charge 76 M & Granite (of any type) work (table rubbed and polished) for wall lining (veneering to wall) 16 mmto 20 mm thick in cement mortar (1:3) and pointing withwhite cement (1:2) using marble dust with admixture of pigment to match with shade of graniteto match the shade over and includingon 15mm thick cement screed in cm 1:4 directed by the Engineer-in-Charge 77 Taking down eaves gutters or PVC (SWR) or rainwater pipes (in any size in any position or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and accessories) complete all as specified & directed by the Engr-in-Charge. 78 Supply and fixing 110mm diaUPVC, soil waste drain pipe, type ‘B’ ,conforming toIS 13592-1992, single socketed, in any length with rubber rings joints or jointed with solvent cement joint, fixed to wall, complete all as specified anddirected by the Engineer-in-Charge..(Note- Rubber rings for pipes and fittings shall be confirm to IS 5382-1985) 79 Supply and fixing 110 mm bore UPVC (SWR) plain bend any radius including jointing with solvent cement, complete all as specified and as directed by the Engineer-in-Charge. 80 Supply and fixing 75mm diaUPVC, soil waste drain pipe, type ‘B’ ,conforming toIS 13592-1992, single socketed, in any length with rubber rings joints or jointed with solvent cement joint, fixed to wall, complete all as specified anddirected.(Note- Rubber rings for pipes and fittings shall be confirm to IS 5382-1985) 81 Supply and fixing75 mm bore UPVC (SWR) plain bend any radius including jointing with solvent cement, complete all as specified.(Note- UPVCbends shall be confirm to BS 4515 DIN 19531 and DIN 19534) 82 Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth for foundation etc or for shafts, wells, manholes etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed by the Engineer-in-Charge. 83 Material & Labour concrete bed in PCC 1:3:6 type C2 using 40 mm graded crushed stone aggregate to drain pipes includingpacking under and haunchingagainst the sides of pipes, after they are laid andtested for 110 mm dia (internal)pipes complete all as specified and as directed by the Engineer-in-Charge. (Pipes shall be measured & paid separately). 84 Material & Labour 110 mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors, complete, all as specified and as directed by the Engineer-in-Charge. 85 Returning, filling in, including spreading, levlling ,watering and well ramming in layers not exceeding 25 mmthick each layer, complete all as specified and as directed by the Engineer-in-Charge. 86 Removing surplus excavated material to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point, complete all as specified and as directed by the Engineer-in-Charge. 87 Supply and fixing of aluminium (Die-cast) body hydraulically door closer regulated, designation No.3, universal type, suitable for door shutters of 851 mm to 1000 mm in width and weight between 61 to 80 Kg as in repaircomplete all as specified and as directed by the Engineer-in-Charge. 88 Supply and fixing of double action floor spring hydraulically regulated made up of minimum1.25 mm thick aluminium alloy sheetfoundation box, main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty as in repair complete all as specified and as directed by the Engineer-in-Charge. 89 Material and labour for taking down of any type of aluminium window/door shutter of area exceeding 1.00 Sqm but not exceeding 2.5 Sqm and repairing by means of tightening with new screw ,cleats,& providing new glazing clips, new rubber gasket or neoprone beading etc; as reqd and refixing in the same openingto make it serviceable,complete all as specified and as directed by the Engineer-in-Charge. 90 Dismantling of boarding/ceiling of any description and in any position of any size complete all as specified and as directed by the Engineer-in-Charge. 91 Supply and fixing of GIMetal Suspended ceiling of approved materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main “T” runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm centre to centre and cross “T” of size 24x25 mm made of 0.30 mm thick (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 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm centre to centre along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, and as directed by Engineer-in-charge. GI Metal Ceiling laying perforated Tengular edge global white colour tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fibre acoustical fleece. Note- Ceiling tiles and ceiling grid shall be of the same make. 92 Supply and fixing 5mm PVC hollow sheet (the thicknees of inner wall 0.7 to 1.00mm) in wall panelling inclusive of solvent cement and fixing at site with U clip or PVC frame as per specifications and drawing complete all as specified and as directed by the Engineer–in–Charge 93 S&F 8 to 10 mm fluted PVCsheetpanelling inclusive of solvent cement and fixing at site with U clip or PVC frame as per specifications and drawing complete all as specified and as directed by the Engineer–in–Charge 94 Material andlabour for dismantlingof Stone slabs and tiles of any description or thickness in floors , aprons etc. ( Laid, bedded and pointed in any mortar) complete all as specified and as directed by the Engineer-in-Charge. 95 Material and labour for 18-20 mm thick Baroda green stone slab(of any type) work, table rubbed and polishedin 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 marble over and including 15mm thick rendering in CM 1:4and round moulding to edges cills, cooking platform, etc. complete all as specified and as directed by the Engineer-in-Charge. 96 Supply andfixingPowder 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/panelling, C.P. brass/ stainless steel screws all complete as per architectural drawings and the directions of Engineer-in-Charge.Note : (a). Weight of aluminium sections shall be as per IS or actual weight which ever less shall be measured. (b). The rates quoted shall be inclusive of neoprene beading, jointing clips, screws, etc as required and the same shall not be measured for arriving the weight; 97 Supply andfixingPowder coated aluminium (minimum thickness of powder coating 50 micron) 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/ panelling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge.Note : (a). Glazing shall be measured and paid separately;(b).Weight of aluminium sections shall be as per IS or actual weight which ever less shall be measured. (c). The rates quoted shall be inclusive of neoprene beading, glazing clips, jointing clips, screws, etc as required and the sameshall not be measured for arriving the weight;(d). The rates shall be inclusive of locking arrangement including complete packing with silicon gel alround contacting surface of aluminium framework andincluding matching the existing surface area complete all as specified and directed. 98 Supply andfixing for aluminium alloy anodized (powder-coated) windowslidingtype, with aluminium sections as per of “HINDALCO” section numbersincluding aluminium alloy anodized snap type beads, handles and glazing clip, joint cleats, rubber gaskets etc., complete all as specified (a) Frame of section 63.5mmx38mmx2.00mm thick . (b) Two track 61.85x31.75 (WS-2569 of HINDALCO and equivalent). (c) Shutter top/bottom (WS-2494 of HINDALCO and equivalent). (d) Shutter interlock (SP-4698 of HINDALCO and equivalent). (e) Shutter handle (SP-4699 of HINDALCO and equivalent).(f)5mm thick tinted glass .Manufacturers : M/S Indian Aluminium Co. Ltd., UCO Bldg, New Delhi. M/S Jindal Aluminium Pvt. Ltd. M/S Hindalco Pvt. Ltd. or any other equivalent approved by GE. 99 Material andlabour12 mm thick pre-laminated particle board interior grade (grade-1) confirming IS 14587 pre-laminated both side with decorative choice lamination and fixed to aluminium frame with glazing clips, rubber and fixed with screw to wooden frame workcomplete all as specified and as directed by the Engineer-in-Charge. 100 Material and labour for figured glass 4mm thick ordinary quality, frosted on one side and fixed to aluminium door with glazing clips,aluminium beadingetc in square n exc 0.5 sqm in each panecomplete all as specified and as directed by the Engineer-in-Charge. 101 Material and labour for 5.5 mm thick tinted glass, selected quality,in square exc 0.5 sqm area in each pane and fixed to aluminium door/window/ ventilator with glazing clips, aluminium beadingetc complete all as specified and as directed by the Engineer-in-Charge. 102 Supply andfixing aluminium anodized grill (anodized transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/ pattern, 5.5mm thick, weight not less than 2.5kg per square (in the shape of expanded metal aluminium xpmjalli) opening size length of expansion (60mm) and width expansion 45mm fixed in aluminium anodized windowwith ‘F’ channel of handle section with screw, complete all as specified and directed by Engineer-in-Charge. 103 Material and labour for preparation of old decorated brick/concrete, plastered / unplastered surfaces of ceilingby brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots andapplying one coat of white lime wash onprepared surfaces ofceilingetc. complete all as specified and as directed by the Engineer-in-Charge. 104 Material and labour for preparation of old decorated brick/concrete, plastered / unplastered surfaces of ceilingby brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots andapplying onecoat of acrylic distemperwith painting roller over prepared surfaces ofceiling etc. complete all as specified and as directed by the Engineer-in-Charge. 105 Material and labour for preparation of old decorated brick/concrete, plastered / unplastered surfaces of walls by brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots andapplying one coat of acrylic distemperwith painting roller over prepared surfaces ofwalls pillars, cornices etc.complete all as specified and as directed by the Engineer-in-Charge. 106 Material and labourfor complete removal of existing treatment from wall by scrappers or any other means and washing , rubbing down and stopping applyingtwo coats ofacrylic distemperover and including 1 to 2 mm thick wall care putty white cement based in one or two coats to achieve smooth surfaces, of walls of any descriptionusing painting roller after preparation of brick/concrete, plastered / unplastered surfaces of walls completeall as specified and as directed by Engineer-in charge . 107 Material and labour complete removal of existing treatment from wall by scrappers or any other means and washing , rubbing down and stopping applyingtwo coats ofplastic emulsion on interior surface over and including 1 to 2 mm thick wall care putty white cement based in one or two coats to achieve smooth surfaces, of walls of any descriptionusing painting roller after preparation of brick/concrete, plastered / unplastered surfaces of walls completeall as specified and as directed by Engineer-in charge . 108 Material and labour preparation of old decorated brick/concrete, plastered / unplastered surfaces of walls by brooming down or steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spotsand applying two coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqmcomplete all as specified and as directed by the Engineer-in-Charge. 109 Material and labour preparation of old decorated brick/concrete, plastered / unplastered surfaces of walls by brooming down or steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots andapplying two coats ofcement base paint on the wall, pillars, cornices etc complete all as specified and as directed by the Engineer-in-Charge. 110 Material and labourpreparation of old decorated woodensurfacesof any description, not otherwise described, over10 cm width or girth and applying one coat of synthetic enamel paintcomplete all as specified and as directed by the Engineer-in-Charge. 111 Material and labourpreparation of old decorated steelsurfacesof any description, not otherwise described, over10 cm width or girth and applying one coat of synthetic enamel paintcomplete all as specified and as directed by the Engineer-in-Charge. 112 Dismantling asbestos cement (corrugated, semi-corrugated, etc.) sheets in roof coverings , complete, all as specified and as directed by the Engineer-in-Charge. 113 Supply and fixingPre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick having zinc coating 150 grams per Sqm (Az 150) of any colour having tensile strength of 550 Mpaas in roof covering/cladding to wall, fixed with self tapping screws , complete, all as specified and as directed by the Engineer-in-Charge. 114 Supply and fixing Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa having zinc coating 150grams/Sqm (Az-150)as in roof covering/cladding to wall, fixed with self tapping screws, complete, all as specified and as directed by the Engineer-in-Charge. 115 Supply and fixing mild steelbands, 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, wind ties, chains, hand made sliding bolts, clamps, hold fasts, 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 290 Gde-E-165 complete all as specified and as directed by the Engineer-in-Charge. 116 Supply and fixing mild steel chromium plated hand shower (health faucet ABS body) suitable for 15mm dia pipe with 8mm dia 1.25 mtr long flexible tube and ABS wall hook including making connection as in repair, complete, all as specified and as directed.
