Tender For Certain Maintenance Works In Regt Bldgs Under Age B/R-Ii Of Ge Chandimandir At Chandimandir Mil Stn.; 1 Taking down cement plaster on brick/ stone walls etc including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and as directed by Engineer-in-Charge. 2 Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and rubbish off the premises complete all as specified and as directed by Engineer-in-Charge. 3 Demolition of stone slabs of any description or thickness in floors/ walls, laid, bedded and pointed in any mortar etc. including removal of debris outside MD land complete all as specified and as directed by Engineer-in-Charge. 4 Demolition of brick work masonry, built in cement mortar including dismantling all quions, arches, pillars etc. complete all as specified and as directed by Engineer-in-Charge. 5 Demolition of cement concrete (un-reinforced) in ground floor and pavings not exceeding 15 cm thickness (below or above GL) as in plinth protection/ path/ Hard standing/ floor etc. including removal of debris outside MD land complete all as specified and as directed by Engineer-in-Charge. 6 Demolition of mud phuska, any thickness from roof including plastering and leeping etc. (whether full thickness removed or only a part thereof) complete all as specified and as directed by Engineer-in-Charge. 7 Dismantling of existing brick tiles or terracing tiles single layer on roof, grouted in cement mortar including removal of any type of existing treatment complete all as specified and as directed by Engineer-in-Charge. 8 Dismantling Asbestos Cement Corrugated or Semi corrugated sheet in Roof covering complete all as specified and as directed by Engineer-in-Charge. 9 Dismantling structural steel work including doors, gates but excluding framed truss etc. complete all as specified and as directed by Engineer-in-Charge. 10 Dismantling wall and ceiling boards (fibre, pulp, insulation etc) or insulation boards/ slabs, blankets, any thickness, including cover fillets complete all as specified and as directed by Engineer-in-Charge. 11 Taking down shutters of any description exceeding 1 Sqm and not exceeding 2 Sqm each complete all as specified and as directed by Engineer-in-Charge. 12 Taking down chowkhats or frames not exceeding 1.5 Sqm with shutter (without taking off shutters from the frame) and removal from site complete all as specified and as directed by Engineer-in-charge. 13 Taking down chowkhats or frame exceeding 1.5 Sqm but not exceeding 4.00 Sqm with shutters (without taking off shutters from the frame) and removal from site complete all as specified and as directed by Engineer-in-charge. 14 Taking down shutters of any description not exceeding 1.00 Sqm including easing & adjusting shutters and refixing in the same opening complete all as specified and as directed by Engineer-in-charge. 15 S&F Pressed steel frame for doors with single rebates of size 105 x 60 mm including necessary fixing lugs/ hold fasts, hinges, lock strike plate, including filling hollow frame with PCC (1:3:6), etc. complete all as specified and as directed by Engineer-in-charge. 16 S&F Pressed steel frames having profile 125 mm x 60 mm for doors with one or more rebates including necessary fixing lugs/ hold fasts, hinges, lock strike plate, etc. including filling of PCC 1:3:6 as in back fill of pressed steel frame complete all as specified and as directed by Engineer-in-charge. 17 S&F 2nd class hard wood glazed and skeleton shutters, 35 mm thick, open rebated & prepared to receive wire gauge (with sash bars) edges of framing plain chamfered or rounded, fitted with cut and mitred beads for securing glass etc, sizes of members of shutters as specified in SSR Pt-I, section 8, clause 8.24(a), supplied and fitted to chowkats complete all as specified and as directed by Engineer-in-charge. 18 S&F 35 mm flush door shutters, solid core construction with block board core and plywood face panels, commercial type on both sides complete all as specified and as directed by Engineer-in-charge. 19 S&F 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 withdrawl 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. (Note: M.S. hold fast/ lugs or SS dash fasteners shall be paid for separately). 20 S&F Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of size 30mm 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 and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) 21 Supply and fixing factory made steel windows (Box type), primer coated with glazing bar and openable shutter prepared to receive sheet glass complete including cutting holes (four Nos for each window) and making good dismantled portion in PCC 1:2:4, type B-1 including following fittings welded to frame/ shutter complete all as specified.(a) Hold fast 150 mm made out of 25 x 6 mm flat iron, bent to shape, 04 Nos each window (02 Nos on each side).(b) Handle of Z section 20 mm x 25 mm, 100 mm long- 01 No each leaf.(c) MS tower bolt 150 mm long, 02 Nos each leaf.(d) Z section of 20 mm x 25 mm, 100 mm long stopper 01 No each leaf.(e) Cleat 55 mm long of hollow square section of 15 mm x 15 mm of 24 guage thickness, welded to hinge - 01 No each leaf.(f) MS box type hinges of 75 mm size, 02 Nos per leaf.(g) Fabrication and fixing complete. 22 Note : (i) Glass panes, MS wire cloth & painting shall be measured and paid for saparately.(ii) MS flat iron for fixing of wire cloth and window shutters shall be included in item rate. 23 All as per Serial item No 21.00 here-in-before but without glazing bar. 24 Supply and fixing in repair Powder coated aluminium (minimum thickness of powder coating 50 micron) work for doors, windows, ventilators and partitions (Fixed portions) with extruded built up standard tubularections/ 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 andsideswithrequired 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 : Quoted Rate against the item include to carry ot work up to seven storey building including necessary arrangements. 25 Supply and fixing in repair 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 EPDMrubber/ 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 forlazing/ paneling, C.P. brass/ stainless steel screws all complete as per architectural drawings and the directions of Engineer-in-charge.Note : Quoted Rate against the item include to carry ot work up to seven storey building including necessary arrangements. 26 Hacking out old broken glass (any thickness, size, quality or description) from metal frame including punching or drillilng out old glazing pins/ spring clips complete all as specified and as directed by Engineer-in-charge. 27 Supply and fixing 4 mm thick sheet glass, ordinary quality, size in square/ rectangle not exceeding 0.5 Sqm in each panes, fixed in any type of frame and glazing with oil putty (or beading) complete all as specified and as directed by Engineer-in-charge. 28 Supply and fixing 4 mm thick Sheet glass, figured, pin head type, ordinary quality, size in square/ rectangle not exceeding 0.5 Sqm in each panes and fixed in any type of frame and glazing with oil putty (or beading) complete all as specified and as directed by Engineer-in-charge. 29 Supply and fixing 5.5 mm thick sheet glass, tinted, ordinary quality, size in square/ rectangle not exceeding 0.5 Sqm in each panes fixed to aluminium frame work complete all as specified and as directed by Engineer-in-charge. 30 Supply and fixing 5.5 mm thick sheet glass, tinted, ordinary quality, size in square/ rectangle exceeding 0.5 Sqm in each panes fixed to aluminium frame work complete all as specified and as directed by Engineer-in-charge. 31 Material and labour for 9 mm thick prelaminated particle board, interior grade, prelaminated one side with decorative choice lamination & other side balancing white lamination, fixed with screws to timber/ aluminium frame work complete all as specified and as directed by Engineer-in-charge. 32 Supply and fixing in repair mortice lock, verticle type, mild steel, 4 levers, size 100 mm, brass body, complete all as specified and as directed by Engineer-in-charge. 33 S&F in repair door closer (Aluminium extruded section) hydraulically regulated designation No. 3 universal type sutaible for door shutters of 701 to 850 mm in width and of weight between 36 to 60 kg complete all as specified and as directed by Engineer-in-charge. 34 Supply and fixing D type, 150 mm powder coated aluminium powder coated handles for aluminium doorscomplete all as specified and as directed by Engineer-in-charge. 35 S&F stainless steel wire cloth, 0.36 mm nominal dia of wire and average width of aperature 1.40 mm fixed with stainless steel wire staples/ beads complete all as specified and as directed by Engineer-in-charge. 36 S&F Butt hinges, 100 mm, mild steel cold rolled, medium weight complete all as specified and as directed by Engineer-in-charge. 37 S&F Butt hinges, extruded aluminum alloy with galvanized mild steel hinge pin, anodised and fixed, type C-21 of size 100 mm complete all as specified and as directed by Engineer-in-charge. 38 S&F 150 mm long aluminium, anodized barrel tower bolts of extruded section complete all as specified and as directed by Engineer-in-charge. 39 S&F 200 mm long Aluminium, anodized barrel tower bolts of extruded section complete all as specified and as directed by Engineer-in-charge. 40 S&F 150 mm long aluminium handles, cast type,anodized complete all as specified and as directed by Engineer-in-charge. 41 S&F 300 mm sliding door bolt with hasp & staple (bolt type), aluminium alloy, anodized, and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy complete all as specified and as directed by Engineer-in-charge. 42 S&F in repair 150 mm long Floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed complete all as specified and as directed by Engineer-in-charge. 43 Material and labour for 5 mm thick PVC Sheet fillet of width 35 mm for wall panelling inclusive fixing on to wall to make PVC frame as per specification and drawing complete all as specified and as directed by Engineer-in-charge. 44 Material and labour Solid PVC Wall lining consisting of 5 mm thick plain colour PVC Sheet inclusive of solvent cement and fixing at site on PVC frame as per specification drawing complete all as specified and as directed by Engineer-in-charge. 45 Material and labour for Powder coated Gl frame work grid 605 x 605 mm for false ceiling comprising of Glperimeter channel 0.55 mm thick with two un-equal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to entre/ intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with Gl cleat and steel expansion fasteners with andincluding ceiling section (not exceeding 1.2 m length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel at 457 mm centre to centre and hangers 3mm dia GI (up to 1200mm length) adjusting level fixed to roof slabs by means of ceiling cleats made out of GI flat 40 x 3 mm size 60 mm long and expansion hold fasteners 12.5mm dia, 40 mm long complete all as specified and as directed by Engineer-in-charge. 46 Material and labour for 4 mm thick non asbestos fibre cement building boards fixed or laid/ inserted to timber/ GI/ Aluminium frame work with screws fixed in ceiling flat or sloping complete all as specified and as directed by Engineer-in-charge. 47 M&L mild steel workin 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 tanksand similar work conforming to Fe 290 Gde E-165 complete all as specified and directed by Engineer-in-Charge. 48 M&L for rendering 15 mm thick on fair faces of brick work or concrete surface in CM 1:4 including finishing the surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge. 49 M&L for rendering 15 mm thick on fair faces of brick work or concrete surface in CM 1:6 surface finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge. 50 M&L for Rendering 10 mm thick on fair faces of concrete surfaces of ceiling in CM 1:3, finishing the surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge. 51 M&L for brick work with sub class B bricks, straight/ curved on plan exceeding 6 metre mean radius built in CM 1:6 complete all as specified and as directed by Engineer-in-charge. 52 Preparation of newly plastered surfaces of walls and applying two coats of oil bound distemper, white or tinted as ordered over a coat of primer complete all as specified and as directed by Engineer-in-Charge. 53 Material and labour for preparation of old plastered or un-plastered surfaces of walls and applying two coats of oil bound distemper, complete all as specified and as directed by Engineer-in-charge. 54 Material and labour for preparation of new plastered surfaces of walls and applying two coats of cement base paint (of approved colour), including necessary scafolding complete all as specified and as directed by Engineer-in-charge. 55 M&L for newly plastered surfaces of ceiling and applying three coats of white wash complete all as specified and as directed by Engineer-in-charge. 56 M&L for preparation of New Wooden surfaces of any description over 10 cm width and girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and as directed by Engineer-in-charge. 57 M&L for preparation of new or previously untreated steel and iron surfaces of any description over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide oxide primer complete all as specified and as directed by Engineer-in-charge. 58 M&L for Machine cut kota stone slab 20 to 25 mm thickover cement screed bed laid and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete over and including 15 mm thick screed bed in CM 1:6 complete all as specified and as directed by Engineer-in-charge. 59 M&L for Machine cut kota stone slab 20 to 25 mm thick in riser of steps, skirting, dado and pillars, laid and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete over and including 10 mm thick rendering in CM 1:4 complete all as specified and as directed by Engineer-in-charge. 60 Material and labour for 18 mm thick granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platform and like in cement morter (1:4), pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including 15 mm screed bed in CM 1:4 complete all as specified and as directed by Engineer-in-charge. 61 Providing edge moulding to 16-18 mm thick stone (any description) of counters vanities etc, including machine polishing to edge to give high gloss finish etc. complete all as specified and as directed by Engineer-in-charge. 62 Material and labour for coloured vitrified ceramic tiles, 8-9 mm thick (square/ rectangular), polished, area of each tiles not exceeding 0.36 sqm, in floors etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile, over and including 15 mm thick screed bed in cement mortar 1:6 complete all as specified and as directed by Engineer-in-charge. 63 All as per Serial Item No 61.00 here-in-before but in skirting including necessary cutting over and including 10 mm thick rendering in CM 1:4 complete all as specified and as directed by Engineer-in-charge. 64 Material and labour for coloured vitrified ceramic tiles, 8-9 mm thick (square/ rectangular), polished, area of each tiles exceeding 0.42 sqm but not exceeding 1.00 sqm, in floors etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile, over and including 15 mm thick screed bed in cement mortar 1:6 complete all as specified and as directed by Engineer-in-charge. 65 All as per serial item No 63.00 here-in-before but as in skirting including necessary cutting over and including 10 mm thick rendering in CM 1:4 complete all as specified and as directed by Engineer-in-charge. 66 M&L for Non Skid ceramic coloured tiles, 7 mm to 8 mm thick, area of each tile exceeding 0.18 Sqm but not exceeding 0.38 sqm in floors etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match over & including 15 mm thick cement mortar 1:6 screed bed for floor finishes complete all as specified and as directed by Engineer-in-charge. 67 M&L for non skid ceremic tiles, 7 to 8 mm thick, square/ rectangular, area of each tiles exceeding 0.11 sqm but not exceeding 0.18 sqm in floors etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over and including 15 mm thick screed bed for floor finishes in CM 1:6 complete all as specified and as directed by Engineer-in-charge. 68 M&L for Glazed ceramic coloured printed tiles of size 300 mm x 450 mm x 7 mm in vertical surfaces, set and jointed in neat cement slurry over and including 10 mm thick rendering in CM 1:4 finished even and rough for receiving the tiles complete all as specified and as directed by Engineer-in-charge. 69 M&L for 30 mm thick PCC 1:2:4, type B-0 (using 12.5 mm graded stone aggregates) as in floors, finished even and rough to receive the top finishes like kota stone/ floor tiling etc., complete all as specified and as directed by Engineer-in-charge. 70 M&L for 75 mm thick Cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregates) as in sub base for tiles complete all as specified and as directed by Engineer-in-charge. 71 M&L for 75 mm thick Cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggregates) as in Plinth protection, finished the concrete surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge. 72 S&F in repair 75 mm dia PVC (SWR) pipes, single socketed, in any length with rubber ring joints fixed to walls with PVC clamps complete all as specified and as directed by Engineer-in-charge. 73 S&F in repair 110 mm dia PVC (SWR) pipes, single socketed, in any length with rubber ring joints fixed to floor complete all as specified and as directed by Engineer-in-charge. 74 S&F in repair 110 mm dia PVC (SWR) pipes, single socketed, in any length with rubber ring joints fixed to walls with PVC clamps complete all as specified and as directed by Engineer-in-charge. 75 S&F in repair 75 mm bore PVC bends, of any radius complete all as specified and as directed by Engineer-in-charge. 76 S&F in repair 110 mm bore PVC bends of any radius complete all as specified and as directed by Engineer-in-charge. 77 S&F in repair 110 mm bore PVC (SWR) Junction (Single T), equal or unequal complete all as specified and as directed by Engineer-in-charge. 78 S&F in repair 75 mm bore PVC (SWR) Junction (Single T), equal or unequal complete all as specified and as directed by Engineer-in-charge. 79 S&F in repair PVC SWR floor traps, 75 mm size with grating including jointing to waste pipe with cement solvent and setting/ fixedin cement concrete type B-1 (1:2:4) complete all as specified and as directed by Engineer-in-charge. 80 S&F in repair Vitreous China Wash Hand Basin, size 550 mm X 400 mm (Flat Back or Angle Back type), with and including 32 mm dia Brass Chromium Plated Waste coupling and Pair of Angle iron Brackets duly Painted/ Erecting Stand including Cutting and Pinning in Ends, making good disturbed surfaces in Cement Mortar 1:3, complete all as specified and as directed by Engineer-in-charge. 81 Supply and fixing in repair vitreous china squatting pan, “Orissa” pattern, size 580 mm x 440 mm, white, with integral foot rests including PVC P or S trap (excluding flushing cistern and flush pipe) including connection to trap and flushing pipe complete, set in cement concrete complete all as specified and as directed by Engineer-in-charge. 82 Supply and fixing in repair vitreous china wash down water closet (Padestal Pattern), white, (excluding flushing cistern and flush pipe) including PVC seat cover white closed pattern with recessed bottom and connection to drain or out going pipe and flushing pipe complete all as specified and as directed by Engineer-in-charge. 83 S&F in repair 10 litre capacity PVC valveless, syphonic action type, low level flushing cistern, white, complete with inlet ball valve, float and handle including bracket complete all as specified and as directed by Engineer-in-charge. 84 S&F in repair Bib tap, brass, fancy type, long body with wall flange, chromium plated, screwed down for iron pipe or for brass ferrule, suitable for 15 mm bore pipe complete all as specified and as directed by Engineer-in-charge. 85 S&F in repairs 15 mm dia Angle Cock/ stop cock, fancy type, cast copper alloy, CP, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or unions complete all as specified and as directed by the Engineer-in-Charge. 86 S&F in repair 15 mm bore pillar tap, long neck, 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, complete all as specified and directed by Engineer-in-Charge. 87 S&F in repair Brass, CP, wash basin mixer, suitable for 15 mm bore pipe for mixing hot & cold water, screwed down for iron pipe and fixed complete all as specified and directed by Engineer-in-Charge. 88 S&F in repair Brass, CP, wall mixer, suitable for 15 mm bore pipe for mixing hot & cold water, screwed down for iron pipe and fixed and mixing valve including three joints to steel pipes or unions and plugging and screwing to walls complete all as specified and directed by Engineer-in-Charge. 89 S&F in repair 15 mm bore urinal valve, auto closing system (push cock), brass, CP, with built in control & wall flange screwed for iron pipe and fixed complete all as specified and directed by Engineer-in-Charge. 90 S&F in repair PVC connection, 15 mm bore, 450 mm length with PTMT nuts etc complete all as specified and directed by Engineer-in-Charge. 91 S&F in repair Shower rose, Brass, Chromium plated, 100/ 125 mm dia with arm and swivel joints, including fixing to pipe or union complete all as specified and directed by Engineer-in-charge. 92 Supply and fixing in repair Towel rail, brass, chromium plated, 20 mm dia and 600 mm long fixed with chromium plated screws with pvc rawl plugs complete all as specified and directed by Engineer-in-charge. 93 Supply and fixing in repairs Health faucet (ABS Body) mild steel chromium plated suitable for 15 mm dia pipe with 1.25 metre long flexible tube and ABS wall hook including making connections and fixed in position, complete all as specified and directed by Engineer-in-charge. 94 Supply and fixing bevelled edge mirror of selected quality glass of 5 mm thick each and of any size as ordered, including providing 04 Nos holes at corner, fixed with 4 Nos of 3 Inch screws and rawl plugs including 4 Nos good quality SS Cap (on screw head) etc, complete all as specified and directed by Engineer-in-charge. 95 S&F in repairs sinks with drainage board made of stainless steel 1.00 mm thick kitchen or laboratory with plugs, washers and waste; including bedding in cement mortar to dwarf wall or including fixing cantilever 03 nos brackets of angle 30mmx30mm ,thickness 3-4 mm,500 mm long with PCC 1:2:4, B-0 in wall and connecting union to pipe overall size 915mm x 460mm bowl size 410mm x 330mm x 160mm complete all as specified and directed by the Engineer-in-Charge. 96 S&F in repairs Vitreous china urinal, Half stall type, white, complete, including providing and fixing clamps, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including 60 mm long brass screws, pointing around urinal back in cement; including 40 mm dia brass chromium plated waste coupling & PVC waste pipe, grating and union for discharge pipe complete all as specified and directed by Engineer-in-charge. 97 S&F Brass, CP, urinal spreader, suitable for 15 mm bore pipe complete all as specified and directed by Engineer-in-charge. 98 S&F 20 mm tubes, medium grade, galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors complete including taking down old GI pipe with all fittings complete all as specified and directed by Engineer-in-charge. 99 S&F 15 mm tubes, medium grade, galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors complete including taking down old GI pipe with all fittings complete all as specified and directed by Engineer-in-charge. 100 M&L for cutting chases for concealed piping in brick/ stone wall, cutting not exceeding 10 cm girth, pinning in, making good to facing where ever required and pionting in cement mortar 1:3 complete all as specified and directed by Engineer-in-charge. 101 S&F rotational moulded polyethylene water storage tank (Cylindrical vertical with closed top), HDPE, triple layered with ISI marked of 500 litres capacity with inlet & outlet connections, including 20 mm Ball valve, tank nipple 150 mm long with washer & plug, with tank lid having locking arrangement hoisted and fixed in position all as specified in SSR Part I, including dismantling of existing water storage tanks complete all as specified and directed by Engineer-in-charge. 102 S&F rotational moulded polyethylene water storage tank (Cylindrical vertical with closed top), HDPE, triple layered with ISI marked of 1000 litres capacity with inlet & outlet connections, including 20 mm Ball valve, tank nipple 150 mm long with washer & plug, with tank lid having locking arrangement hoisted and fixed in position all as specified in SSR Part I, including dismantling of existing water storage tanks complete all as specified and directed by Engineer-in-charge. 103 Disconnecting existing tanks, setting aside (or lowering if required) for repair, cleaning and removing all scale and dirt etc and hoisting if required and re-fixing in position exceeding 500 & not exceeding 1000 litres capacity complete all as specified and directed by Engineer-in-charge. 104 M&L PCC 1:2:4, type B-1 (using 12.5 mm graded stone aggegates) as in roof padding, mass concrete etc., complete all as specified and directed by Engineer-in-charge. 105 M&L for Rendering 10 mm thick, finished even and fair on roof slab, in cement mortar 1:4, using water proofing compound @ 3% by weight of cement complete all as specified and directed by Engineer-in-charge.Note:- (WPC will be measured and paid for seperately) 106 M&L for wire brushing and cleaning top surfaces of tiles, lime terracing or cement concrete including flashing and junction of parapets etc., and surface painting, with a layer of blown bitumen of any panetration applied hot @1.70 Kg per Sqm, blinded with grit or pea size gravel @0.006 cum and lightly tampered (area of flashing etc shall be added to the roof area) andAPP based polymeric membrane minimum weighing 3 kg/sqm and minimum 3 mm thick reinforced with polyester non woven fabric (weight not less than 150 gms/sqm) laid on primed surface by torch applicationcomplete all as specified and directed by Engineer-in-charge. 107 Material and labour for 40 mm thick brick tiles with and including 20 mm thick screed bed in cement mortar 1:4 including joints grouted flush in CM 1:3 complete mixed with crude oil 5%by weight of cement complete all as specified and as directed by Engineer-in-Charge. 108 All as per serial item No 106.00 here-in-before but except tiles. 109 Supply only integral water proofing compound, ISI marked, complete all as specified and directed by Engineer-in-charge. 110 S&F Steel work in tubular trusses including special shaped washer etc, complete using ERW or induction butt welded tubes confirming to IS. 1161-1979 grade St.-240 complete all as specified and directed by Engineer-in-charge. 111 S&F pre-painted galvalume aluminium Zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-charge. 112 S&F pre painted galvalume aluminium zinc coating GI based corrugated steel sheet, 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall fixed with self taping screws complete all as specified and directed by Engineer-in-charge. 113 Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced Gypsum) with semi perforated 12 mm thick micro tegular edged GRG false ceiling tiles of perforated perforated 12mm Size 595 mm x 595 mm of approved texture, 12 mm thick thick micro tegular design and patterns having moisture micro tegular edged or 10 mm content less than 2%, humidity resistance edged GRG thick square edged of 99%, NRC 0.50 to 0.75 as per IS false ceiling GRG false ceiling8225:1987, on combustible as per BS tiles tiles 476 (part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on interlocking metal T-Grid of hot dipped galvanized iron section of 0.33 mm thick (galvanized @ 120 gram per sqm both sides) comprising of main Trunners of size 15 x 32 mm of length 3000mm,cross-T of size 15 x 32 mm of length 1200 mm Contd.... 114 Contd..and secondary intermediate cross-T of size 15 x 32 mm of length 600 mm to form grid module of size 600 mm x 600 mm, suspended from ceiling using galvanized mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L shape level adjuster of size 85 mm x 25 mm x 2 mm.Galvanised iron perimeter wall angle of size 24 mm x 24 mm x 0.40 mm of length 3000 mm to be fixed on periphery with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall wood screws. The work shall be carried out as per specifications, drawingand as per directions of the Engineer-in-charge.
