Military Engineer Services - Rajasthan

40784310 tender for special repair to bldg no p 152 ( jcos mess ) at mil station sri ganganagar.; 1 dismatiling brick tiles or terracing tiles, single layer on roofs complete all as specified and directed by engineer in charge. 2 demolition of mud in roofs, any thickness, including plastering and leeping ( whether full thickness removed or only a part thereof ) complete all as specified and directed by engineer in charge. 3 s&f heat resistance tiles ofsize 300x300x10mm thick on roof slab of any colour approved over and laid including 15mm thick in cm 1:4.techinical specification of roof tiles shall be as prer is 4457:2007 complete all as specified and directed by engineer in charge. 4 m&l for roof treatment to rcc roofas follows : ( a ) cleaning the roof surfaces thoroughly using wire brushes to remove sharp projections, cleaning joints, washing, drying and removing all dirt / dust to receive concrete padding / plaster etc complete. ( b ) providing 15 mm thick screed bed or bedding layer in cement mortar ( 1:4 ) with wpc , finished even and smooth without using extra cement. ( c ) providing one coat of approved bituminous primer @ 100 gms per sqm, over dried plastered surface. ( d ) laying 3 mm thick app based polymeric membrane, ( mineral finish ) minimum weighing 3 kg / sqm reinforced withnon woven polyster fabric ( weight not less than 150 gms / sqm ) by torch application. the overlapping while torching shall be 75 mm on longitudinal direction and 100 mm on the transverse direction complete all as specified and directed by engineer in charge.makes: stp, dr fixit, sikka, torch tar notes: ( i ) all joints and change in directions should be covered with cement mortar ( 1:3 ) mixed with sbr latex @ 200 ml / bag of cement / as per site requirement and cured well before laying membrane by torching. ( ii ) all angles and abuttments should be sealed well with extra care to ensure full bondage. ( iii ) water proofing treatment shall be got carried out by approved authorised applicator of manufacturer only.the name of firm shall be got approved from ge before carrying out the work. ( iv ) the independent testing of membrane for technical parameters given in particular specificationsshall be carried out from govt approved labs having fascilities for testing of membrane. ( v ) the guarantee of treatment shall be for minimum 10 yearsreckoned from date of completion of whole work complete all as specified and directed by engineer in charge. 5 m&l pcc 1:2:4, type b1 using 20 mm graded stone aggregate as in roof kerbs / benching / coved fillets etc rounded or chamfered on edges, complete all as specified and directed by engineer in charge. 6 dismantling 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.. 7 m&l 300x600 x7 mm thick glazed ceramic coloured tiles as in vertical sufaces such as skirting or dado set & jointed in neat cement slurry & pointed in coloured cement to match the shade of tiles and incliding 10mm thick backing coat in cm 1:4. complete all as specified and directed by engineer in charge. 8 m&l non skid ceramic coloured tiles 7 to 8mm thick ( square / rectangular ) area of each tile 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 the tiles and incliding 15mm thick screed in cm 1:6 complete all as specified and directed by engineer in charge. 9 m&l light shade vitrified ceramic tiles 10 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 tiles over screed bed or bedding layer of mortar 15 mm thick in cm 1:6 for laying floor finishes complete all as specified and directed by engineer in charge. 10 m & lmachine cut kota stone slab flooring 18 20mm thick ( minimum size 55 cms x 55 cms ) over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing, mirror polishing including 15mm thick of screed bed in cm 1:6.complete all as specified and directed by engineer in charge. 11 m & l machine cut kota stone slabs as in vertical surfces such as risers of steps 18 20mm thickover cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing, mirror polishing also moulding edgesincluding 10mm thick of backing coat in cm 1:4, complete all as specified and directed by engineer in charge. 12 m&l granite ( of any type ) work18 to 20 mm thick ( table rubbedand polished ) in steps, jambs, pillars, window cills, cooking platforms, hand wash platform and like laid over and including 12 mm thick cement mortar in cm 1:4including pointing in white cement ( 1:2 ) using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed by engineer in charge. 13 demolition of reinforced cement concrete of any description and in any position not other wise specifically provided for ( reinforcement cut as required to facilitate demolition ) complete all as specified and directed by engineer in charge. 14 m&l providingreinfoced cement concrete ( nominal mix ) in cement concrete 1:2:4 type b1 ( 20mm graded aggregate ) as chajjas, lintel, plinth beametcand similar workcomplete all as specified and directed by engineer in charge. ( note : the rate quoted shall be deemed to include use and waste of necessary form work ) 15 m&l tmt bar 10 mm dia and over cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire ( annealed ) not less than 0.9 mm dia complete all as specified and directed by engineer in charge. 16 m&l for providing precast rcc jallies ( cement concrete type b0 1:2:4 12.5mm gragded aggregate ) louvres and jallies, 40 mm thick ( measured solid ) , including allmouldings & set in cm 1:4 complete all as specified and directed by engineer in charge. 17 demolition concrete in ground floors and pavings n exc 15cm thickness ( below or above ground level ) complete all as specified and directed by engineer in charge. 18 m&l75 mm thick cement concrete type d2, 1:4:8 ( using 40mm graded stone aggregate ) filling sub base as in floors, paving, sub floor etc finished even and smoothcomplete all as specified and directed by engineer in charge. 19 m&l 25mm thick cement concrete flooring type b0, 1:2:4 using 12.5 mm graded aggregate finished even and fair complete all as specified and directed by engineer in charge. 20 m&l for sand filling ( 25mm thick ) under floors or in foundations including watering and consolidation complete all as specified and directed by engineer in charge. 21 m&l machine pressed precastrubber moulded concretecoloured interlocking paver block any shape and size confirming to is 15468 2006 of 60 mm thickness with grey cement and pigmentm 35 grade 20mm graded stone aggregate ) complete all as specified and directed by engineer in charge. 22 m&l providing precast cement concrete in pcc ( 1:2:4 ) type b 1 with 20 mm graded aggregate for kerb stone and similar works with plain fair finishes including chamfers, weatherings, throat ing etc. and setting in mortar ( 1:4 ) complete with joints to match complete all as specified and directed by engineer in charge. 23 m & l for 75mm thick cement concrete type c 1, 1:3:6 using 20mm graged aggregate as in plinth protection complete all as specified and directed by engineer in charge. 24 m & l for 40mm thick cement concrete type b 1, 1:2:4 using 20mm graged aggregate as in flooring , finishing cement concrete surface even and smooth without using extra cement complete all as specified and directed by engineer in charge. 25 dismantling of brick work built in cement mortar of any description complete all as specified and directed by engineer in charge. 26 m&l for brick work with sub class b bricks ( old size ) straight or curved on plan exc 6 m mean radius built in cm 1:6complete all as specified and directed by engineer in charge. 27 m&l for brick work with sub class b bricks straight or curved on plan exc 6 m mean radius built in cm 1:6 but except bricks complete all as specified and directed by engineer in charge. 28 taking down cement plaster any description including raking out joints, hacking for key and scrubbing down with water etc complete all as specified and directed by engineer in charge. 29 m&l rendering 15 mm thick in cm ( 1:6 ) finished even and smooth without using extra cement as on brick work surfaces complete all as specified and directed by engineer in charge. 30 m&l 15mm thick rendering in cm 1:4 to brick / concrete wall surfaces finishedeven & smooth w / o using extra cement. complete all as specified and directed by engineer in charge. note: work is to be carried out upto 10 mtr height. 31 m&l 5 mm thick cement plaster in cement mortar 1:3 on ceiling surfaces finished even and smooth without using extra cement complete all as specified and directed by engineer in charge. 32 m&l for preparation ofnewly plastered surface of wall any description and applying twocoats of oil emulsion distemper over & including 3 mm thick wall putty over a coat of chalk whiting layer on plastered surfaces preparatory to distempering complete all as specified and directed by engineer in charge. 33 m & l preparation of new plastered surfaces of wall and applying two coats of cement base paint over & including 3 mm thick wall putty over one coat of alkali resistantprimer complete all as specified and directed by engineer in charge. 34 m & l for three coats of white washing on new plastered surfaces of on ceiling surface including preparation of surface complete all as specified and directed by engineer in charge. 35 m&l for preparation of old surface including brooming down or steel wire brushing; scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and removing all dirt and dust by watering making surface even and smooth and then applying two coats of cement base paint over over & including 3 mm thick wall putty well prepared old decorated plastered surface etc complete all as specified and directed by engineer in charge. 36 m & l for preparation of old decorated wall surfacesby brooming down or steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spotsand then applying two coats of oil bounddistemper over & including 3 mm thick wall puttycomplete all as specified and directed by engineer in charge. 37 m & l forold decorated ceiling surfacesby brooming down or steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spotsandthen applyingtwo coats of white washcomplete all as specified and directed by engineer in charge. 38 taking downsteel window / ventilators complete all as specified and directed by engineer in charge. 39 taking down chowkats or frames ( without taking off shutters from the frame ) not exceeding 1.5 sqm each complete all as specified and directed by engineer in charge. 40 taking down shutters of any description exc 1 sqm but n exc 2 sqm each complete all as specified and directed by engineer in charge. 41 taking down chowkats or frames with shutters ( without taking off shutters from the frame ) exceeding 1.5 sqm but not exceeding 4 sqm each complete all as specified and directed by engineer in charge. 42 taking down shutters of any material and description exc 1 sqm but n exc 2 sqm each and refixing in same opening after resecuring easing duly completed repair work in all respects etc.complete all as specified and directed by engineer in charge. 43 taking down shutters of any material and description n exc 1 sqmeach and refixing in same opening after resecuring easing duly completed repair work in all respects etc.complete all as specified and directed by engineer in charge. 44 s&f steel windows with side hung shutters includinghinges with steel handle and steel peg stay, complete with glazing bars, devetailed or welded complete all as specified and directed by engineer in charge. 45 s&f 10mm dia m. s round guard bars for steel windows & including welding complete all as specified and directed by engineer in charge. 46 s&f ms falt iron 25 x 6mm as in hold fast confirming to fe 290 gde e 165 complete all as specified and directed by engineer in charge. 47 m&l for cutting holes in brick ( n.exc half brick ) walls in cement mortar forinserting holdfasts andmaking gooddismantled portion incement mortar 1:3 or cement concrete 1:2:4type b 1 complete all as specified and directed by engineer in charge. 48 s&f framed brackets of angles or tee with web and flange cut to shape, drilled and counter shunk for screw, including bending and welding angles asnecessary gusset plates riveting rails, braces, running rails and guides and hanging; also fastening and fixing complete conforming to fe 290 ( grade 165 ) complete all as specified and directed by engineer in charge. 49 s & f factory made pressed steel frames of frame size 125 x 60mmfor doors with one or more rebatesincluding necessary fixing lugs, hold fasts, hinges, lock strike plate, etc., complete all as specified and directed by engineer in charge. ( note : mild steel sheet shall be 1.25mm thick ) 50 s & f factory made pressed steel frames of frame size 105 x 60mmfor doors with one or more rebatesincluding necessary fixing lugs, hold fasts, hinges, lock strike plate, etc., complete all as specified and directed by engineer in charge. ( note : mild steel sheet shall be 1.25mm thick ) 51 m&l for providing cement concrete ( 1:3:6 ) type c1 using 20 mm gradded stone aggregate for filling in pressed steel frames and other similar items complete all as specified and directed by engineer in charge. 52 s & f 2nd class hard wood plain solid straight chowkats and frames, wrought, framed, rebated on the solid, rounded or chamfered put together with glue pinned at joints complete all as specified and directed by engineer in charge. 53 s & f 35mm thick factory made shutter, plain, framed, panelled shutters factory made ( any number of panels ) , with panels of timber flat on both sides ( feather edged ) , or of veneered particle board medium density, wood particle board with commercial face veneers: supplied and fitted to chowkats complete all as specified and directed by engineer in charge. 54 s & f factory made second class hard wood glazed and skeleton door, window shutters 35mm thick, open rebated and prepared to receive glass, gauze, etc divided into squares with plain, chamfered or rounded mitred and rebated sash bars any number& fitted with cut and mitred beads for securing glass, etc sizes of members of shutters as specified in ssr part i, section 8 clause 8.24 ( a ) complete all as specified and directed by engineer in charge. 55 s&f 18 / 19mm thick prelaminated particle board, interior grade, prelaminated both side with decorative choice lamination fixed with screws to timber frame work, including piano hinges, sliding channels and wheels with magneting cather / locking arrangements and beading etccomplete all as specified and directed by engineer in charge. 56 s & f continuous ( piano ) hinges, ( width of flap 40mm when open ) mild steel, bright finish or electrogalvanised complete all as specified and directed by engineer in charge. 57 s&f in repair aluminium 150 mm long hasp and staple, mild steel, wire type, stove enamelled black, including bolt to hinge plate and fixed with screws complete all as specified and directed by engineer in charge. 58 s&ffiber glass reinforced plastic ( frp ) door frames of three legged of cross section 90mmx45mm having single rebate of 32mmx15mm to receive shutter of 30mm thickness. the laminate door frame molded with fire retardant grade unsaturated polyster resin and chopped mat. door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. the frame shall be covered with fiberglass from all sides. m s stay shall be provided at the bottom to steady the frame complete all as specified and directed by engineer in charge. 59 s&f factory made 30mm thick fiber glass reinforced plastic ( frp paneled doorshitter ofrequired colour and approved brand and manufacture made with fire retardant grade unsaturated polyster resin. moulded to 3mm thick frp laminate for forming places for fixing of fittings cast monolithically with 5mm thick frp laminate for panels and conforming to is 14856 2000 complete all as specified and directed by engineer in charge. 60 s&f 100 mmbutt hinges extruded aluminium alloy with galvanised mild steel hinge pin anodised and fixed type c 21 complete all as specified and directed by engineer in charge. 61 s&f 125 mmbutt hinges extruded aluminium alloy with galvanised mild steel hinge pin anodised and fixed type c 21 complete all as specified and directed by engineer in charge. 62 s&f 75 mmbutt hinges extruded aluminium alloy with galvanised mild steel hinge pin anodised and fixed type c 21 complete all as specified and directed by engineer in charge. 63 s&f 125 aluminium anodised barrel tower bolts of extruded sction and fixedcomplete all as specified and directed by engineer in charge. 64 s&f aluminium handle cast type anodised, 150mm long complete all as specified and directed by engineer in charge. 65 s&f 300mm long aluminium alloy anodised sliding door bolt with hasp, staple ( bolt type ) and fixing clips of sheet, cast or extruded section and fixing bolts and sliding bolts of extruded section or cast aluminium alloy and fixed complete all as specified and directed by engineer in charge. 66 s&f aluminium anodised barrel tower bolts of extruded section 150mm long complete all as specified and directed by engineer in charge. 67 s&f 300 mm mild steel ordinary rat tail rod pattern springs including roller and roller plate complete all as specified and directed by engineer in charge. 68 s&f in repairs 300 mm mild steel ordinary rat tail rod pattern springs including roller and roller plate complete all as specified and directed by engineer in charge. 69 s&f stainless steel wire cloth. 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples complete all as specified and directed by engineer in charge. 70 s&f in repair stainless steel wire cloth. 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples complete all as specified and directed by engineer in charge. 71 s & f for floor door stopper of aluminium alloy body and tongue, overall length of cover plate 140mm anodised, with hard drawn steel spring, complete all as specified and directed by engineer in charge. 72 hacking out old broken glass ( any thickness, size, quality or description ) from wooden frames or stone, concrete or brick sorrounds, glazed with oil putty or fixed with beads complete all as specified and directed by engineer in charge. 73 s&f 4mm thick sheet glass ordinary quality and glazing with oil putty in squaren. exc 0.5 sqm in each plane complete all as specified and directed by engineer in charge. 74 s&f 4mm thick figured glass, pin head type and glazing with oil putty or fixed with beads in suqares n.exc 0.5 sqm in each pane complete all as specified and directed by engineer in charge. 75 s&faluminium frame for doors, window, ventilatorswith one or more rebates including joining cleat for fixing including sliding chennals etc complete with powder coating on aluminium minium thickness of powder coating 50 micron as per the specification the top and bottom horizontal members and vertical members adjacent walls shall be fixed with floor, ceiling walls and cills where required and fixing with the help of rawal plug and screw or with fixing clip or with expansion hold plate fasteners . aluminium section shall be smooth, rust free, straight mitred and jointed mechanically where ever required all complete as per the direction of engineer in charge 76 s&f powder coated aluminium 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, powder coated aluminum snap beading screws etc. including sliding channel, wheel, cleats with whole arrangement complete all as specified and directed by engineer in charge 77 s&faluminiumwindowsand ventilator shutters, side hung typewithout sash bars, aluminium saction weighing 0.55 kg / m including necessary jointing cleats, glazing clips, rubber packing, powder coated aluminium snap beading, screws, powder coated aluminium fitting such as aluminiumpeg stay 150mm long ( 1no ) , powder coated aluminiumhinges type b 21 100 mm long ( 2no ) , suitable powder coatedaluminium handle ( 1no ) , and powder coated aluminium self closing tower bolt 75mm long ( 1no ) complete all as specified and directed by engineer in charge. 78 s&f powder coated aluminium grills to aluminium windows including all necessary fixing arrangments of size 50 mm x 5 mm thick complete all as specified and as directed by engineer in charge.note: design shall be approvedby engineer in charge. note : minimum thickness of powder coating shall not be less than 50 micron. 79 s & f for 5.5mm thick sheet glass ( tinted ) , selected quality and glazing with necessory arrangement in square exc 0.5 sq. m in each pane complete all as specified and directed by engineer in charge. 80 m&l for preparation of old painted wooden surfaces of any description over 10cm width or girth not otherwise described and applying onecoat of synthetic enamel paint complete all as specified and directed by engineer in charge.. 81 m&l for preparation of new wooden and wood base surfaces of any description over 10cm width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of pink primercomplete all as specified and directed by engineer in charge. 82 m&l for preparation of old painted steel surfaces of any description over 10cm width or girth not otherwise described and applying one coats of synthetic enamel paint complete all as specified and directed by engineer in charge. 83 m&l for preparation of new steel surfaces of any description over 10cm width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide complete all as specified and directed by engineer in charge. 84 s&f in repairs white vitreous china squatting pan orissa pattern of size 580mm x 440 mm, with integral foot rest and p or s trap connection to trap and to flushing pipe front or back inlet including, trap complete all as specified and directed by engineer in charge. 85 s&f in repair vitreous china wash down water closet pan ( pedestal pattern ) , white complete, including white seat cover with hinging arrangement, ( excluding fixing bolts, flushing cistern and flush pipe complete all as specified and directed by engineer in charge. 86 s&f in repairs 10 ltr capacity low level pvc valveless, syphonic action type flushing cistern ( dual system ) , white, with inlet, ball valve, flush pipe, pvc connection 15 mm dia and 450 mm long float and handle including bracket. complete all as specified and directed by engineer in charge. 87 s&f in repair cp toilet paper holdercomplete all as specified and directed by engineer in charge. 88 s&f in repair cp soap dish complete all as specified and directed by engineer in charge. 89 s & f in repairs 20 mm dia gun metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and directed by engineer in charge. 90 s & f in repair 15 mm dia gun metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and directed by engineer in charge. 91 s&f in repairs chromium plated stop valves, cast copper alloy 15 mm bore screwed down high pressure with crutch or butter fly handle for iron pipe or for union and complete all as specified and directed by engineer in charge. 92 s&f in repairs chromium plated angle stop valves, cast copper alloy 15 mm bore screwed down high pressure with crutch or butter fly handle for iron pipe or for union and complete all as specified and directed by engineer in charge. 93 s&f in repair concealed chromium plated angle stop valves, cast copper alloy 15 mm bore screwed down high pressure with crutch or butter fly handle for iron pipe or for union and complete all as specified and directed by engineer in charge. 94 s&f in repairs chromium plated 15mm bib taps cast copper alloy, chromium platedfency type with crutch or butterfly handle screwed down screwed for iron pipe or for brass ferrule and fixed complete all as specified and directed by engineer in charge. 95 s&f in repairs pvc connection 15mm size with ptmt nuts of length 450mm long complete all as specified and directed by engineer in charge. 96 s&f in repairs pvc connection 15mm size with ptmt nuts of length 600 m long complete all as specified and directed by engineer in charge. 97 s&f cp gratings 100 mm diafixed in repairs. ( minimumweight25 gms ) complete all as specified and directed by engineer in charge. 98 taking up or down gi steel water tubing 15mm bore and connections including fittings from floor / walls / ceiling complete all as specified and directed by engineer in charge. 99 taking up or down gi steel water tubing 20mm bore and connections including fittings from floor / walls / centrings complete all as specified and directed by engineer in charge. 100 s & f galvanised steel water tubing 15 mm bore medium grade with all fittings concealed including cutting chases to brick wall / ceiling or laying in floors and making good complete all as specified and directed by engineer in charge. 101 fixing only tubes, of 15mm bore any grade, ( medium ) to walls and ceilings or laying in floors complete all as specified and directed by engineer in charge. 102 s & f gi steel water tubing 20mm bore medium grade with all fittings and fixed complete to walls ceiling or laid in floors complete all as specified and directed by engineer in charge. 103 fixing only tubes, of 20 mm bore any grade, ( medium ) to walls and ceilings or laying in floors complete all as specified and directed by engineer in charge. 104 dismantling water tanks any type exc. 250 ltr but nexc 500 ltr complete all as specified and directed by engineer in charge. 105 s & f rotational moulded polythylene water storage tank ( cylindrical vertical with closed top ) hoisted and fixed in position all as specified in ssr part i ( 1000 ltrs ) capacity. complete all as specified and directed by engineer in charge. ( note : pvc tanks shall be isi marked & having two layers ) 106 supply and fixing ball valves high pressure of ptmt with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe and fixed for bore dia of pipe 20mm.complete all as specified and directed by engineer in charge. 107 dismantling of cast iron or reinforced concrete drain pipes jointed in cement mortar and taking out of trenches, if required.complete all as specified and directed by engineer in charge. 108 s&f 100mm bore sand cast, cast iron soil, waste and vent pipes in any length with or without ears with cement joints laid in trenches or fixed to wall complete all as specified and directed by engineer in charge 109 s&f 75mm bore sand cast, cast iron soil, waste and vent pipes in any length with or without ears with cement joints laid in trenches or fixed to wall complete all as specified and directed by engineer in charge 110 s&fcast iron 100mm bore cast iron bends ( any radius ) , diminishing pieces or tapers ( larger bore measured ) complete all as specified and directed by engineer in charge. 111 s&fcast iron 75mm bore cast iron bends ( any radius ) , diminishing pieces or tapers ( larger bore measured ) complete all as specified and directed by engineer in charge. 112 s&f cast iron 100 mm bore branch pieces, single ( equal or unequal ) , ordinary or inverted ( spigot or socket type ) or with parallel branches complete all as specified and directed by engineer in charge. 113 s&f cast iron 75 mm bore branch pieces, single ( equal or unequal ) , ordinary or inverted ( spigot or socket type ) or with parallel branches complete all as specified and directed by engineer in charge. 114 s&fcast iron100 mmbore branch pieces, double ( equal or unequal ) , ordinary or inverted ( spigot or socket type ) or with parallel branches complete all as specified and directed by engineer in charge. 115 s&f cast iron 75 mm bore branch pieces, double ( equal or unequal ) , ordinary or inverted ( spigot or socket type ) or with parallel branchescomplete all as specified and directed by engineer in charge. 116 s& f 100 mm bore cast iron sockets ( double ) collars complete all as specified and directed by engineer in charge. 117 s& f 75 mm bore cast iron sockets ( double ) collars complete all as specified and directed by engineer in charge. 118 s&f 100 mm cast iron traps ‘p’ or ‘s’complete all as specified and directed by engineer in charge. 119 s&f100 mm cast iron cowls complete all as specified and directed by engineer in charge. 120 taking down eaves gutters and rainwater pipes, pvc ( swr ) pipes ( any size or pattern ) including all fittings heads , shoes, bends, and removal to store complete all as specified and directed by engineer in charge. 121 s&f 110 mm borediapvc ( swr ) pipes single socketed in any length with rubber ring joints, fixed to walls includingnecessary scaffolding upto the height of buildingfrom ground level complete all as specified and directed by engineer in charge. 122 s&f 110 mm dia pvc ( swr ) bend with oval access door complete all as specified and directed by engineer in charge. 123 supply and fixing drapery curtain rod 25mm dia, fancy type, fabricated out of stainless steel steel sheet not less than 20 guage, including brackets and pair of decorated end knobs ( finials ) , stop roller etc, pretreated powder coated natural color completeall as specified & directed by engineer in charge. 124 s&f in rep aluminium door closer hydraulically regulated, designation no. 3, universal type, suitable for door shutters of 851 to 1000 mm in width and of weight between 61 to 80 kg and fixed complete all as specified and directed by engineer in charge. 125 s&f in replacement double action floor spring hydraulically regulated made up of minimum 1.25 mm thick aluminium alloy sheet foundation box, main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty and fixed complete all as specified and directed by engineer in charge. 126 s & f in repair stainless steel sink with drainage board, made out of 1.00mm thick sheet for kitchen or laboratory with plug, washers waste pipe, cast iron cantilever brackets, connecting union overall size 915mm x 460mm with bowl size 410mm x 330mm x 160mmcomplete all as specified and directed by engineer in charge. 127 dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed by engineer in charge. 128 m & l for framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings ( exclusive of steel sheeting or other covering, running rails and guides ) and hanging; also fastening and fixing complete conforming to fe 290 ( grade 165 ) complete all as specified and directed by engineer in charge. 129 m & l framed work as in doors or gates of angle or other section with gusset plates, for stainless steel framed work as in multipurpose vegitable rack, ration rack, utensils racks, plate rack ofgde 304 ordoors or gates of angle or other section with gusset plates, rails, braces, including ss wire guage arragements in sides etc., complete, drilled for fixing of steel sheeting or other covering. doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings ( exclusive of steel sheeting or other covering, running rails and guides ) and hanging; also fastening and fixing, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings ( exclusive of steel sheeting or other covering, running rails and guides ) and hanging; also fastening and fixing complete complete conforming complete all as specified and directed by engineer in charge. 130 excavating post holes ( or similar holes ) each n.exc. 0.5 cum getting out returning filling, in and ramming with earth around in layers not exc. 25 cm includingwatering and removing surplus soil to a distance n.exc. 50m and making good surface in soft loose soil complete all as specified and directedbyendineer in charge. 131 m&l pcc 1:3:6 ( 40mm graded stone aggregate ) type c2, in foundation of posts and strutscomplete all as specified and directedbyendineer in charge. 132 s&f pre painted galvalume aluminium zinc coating gi based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550mpa as in roof covering / cladding to wall, fixed with self tapping screws complete all as specified and directedbyendineer in charge. 133 s&f pre painted galvalume aluminium zinc coating gi based plain steel sheet 0.50mm thick of any colour having tensile strength of 550mpa as in roof covering / cladding to wall, fixed with self tapping screws complete all as specified and directedbyendineer in charge. 134 s&f 0.56 mm thickplain, aluminium sheeting, alloy 31000 h4 for crumple / expansion joints, ridges, hips, valley gutter, drip, and straight flashing ( length and girth as fixed ) fixed with self tapping screws complete all as specified and directedbyendineer in charge. 135 s & f for steel work in tubular trusses , channels , purlines, crange gantries, rails including special shaped washer, platesnuts and bolts, gusset plates, including necessary drillingetc. complete using erw or induction butt welded tubes conforming to i. s.1161 1979 grade st. 240 complete all as specified and directedbyendineer in charge. 136 s & f for flat ironfor wind ties, plates ( plain or chequered ) channels, posts, square cut or notched ( ordinary and counter sunk ) forming holesetcfe 410 w ( gde e 250 ) quality a complete all as specified and directedbyendineer in charge. 137 s&f mild steel screw bolts ( machine made ) with hexagonal or square head at one end, and screwed the other, or screwed bothend to be fitted with washer and one hexagonal / square nut not exceeding 5cm long and dia of neck 11 to 15mm complete all as specified and directed by engineer in charge. 138 s&f for dwcpe ( s n 8 ) drain pipe 150mm internal dia confirming to is 16098 part ii 2013 laid in trenches on moorum bed to required slope including all accessories / fitting complete all as specified and directed by engineer in charge.note: moorum shall be paid separately. 139 excavation in trenches, n exc 1.5m wide and n exc 1.5 m depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5m in depth and getting out in soft / loose soil complete all as specified and directed by engineer in charge. 140 returning, filling in, including spreading, levelling , watering and well ramming in layers not exc 25 cm.in soft / loose soil complete all as specified and directed by engineer in charge. 141 removing excavated material n exc. 50 mtr and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by engineer in charge. 142 m & l for pcc ( 1:4:8 ) type d2 ( 40mm graded stone aggregate ) as in foundation lean concrete complete all as specified and directed by engineer in charge. 143 m&l for pcc 1:3:6 type c 2 ( 40mm graded stone agg. ) concrete in surface channels and drains complete all as specified and directed by engineer in charge. 144 m&l for brickwork withsub class `b bricks, straight or curved on plan exc 6m meanradius, built in cm 1:4 in half brick thick wall / on edge wall complete all as specified and directed by engineer in charge. 145 taking down carefully copper / aluminium point wiring ( light, fan, socket or power, bell complete fitting such as sockets, ceiling roses, pendants, batten holders, regulators and making good the disturbed surfaces of wall, floors, ceiling in cm 1:3 etc complete all as specified and directed by engineer in charge. 146 dismantling and taking down fluorescent / ledtube light / wall light / ceiling light single / bulk head / tube light / suspension light / mirror light double of any wattage or size street light fittings for repair / refixing purpose all as specified and directed by engr in charge. 147 fixing only led lights fitting 1x 20 / 25w, 220v, led tube light / security light / bulk head / mirror light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete. 148 m & lfor concealed conduit point wiring complete for light / fan on independent / combine boardwith cable 1.5 sqmm ( nominal area ) frlshpvc insulated multistranded unsheathed copper conductor, drawn in and includingpvc concealed conduitpipe medium grade 20 mm dia, pipe hooks , elbows, juction covers and junction boxes , aftercutting in wall chasing for conduits and sinkings for sunkencast iron / pressed steelterminal boxes suitable lengthandthickness for mounting, switches, sockets, fan regulatorwith 3 mm thick plastic laminated sheet cover fixedwith brass screwed and cup washers, dulygrouting and painted with red oxide metal primer and making the gooddisturbed surfaces of wallin cm 1:3 with white wash or existing colour including provision ofcontinuousearth continuity conductoralong with point wiring of 1.5 sqmm copper pvc insulated cable for one light / fan point controlled by one switchand connected to commonearth dolly, complete all as specified anddirecedby the engineer in charge. 149 all as per srl item no 148 here in before but for one switch socket combination5 / 6 amp on independent board complete all as specified and directed by engineer in charge. 150 all as per srl item no 148 here in before but for one three pin socket outlet 5 amp on same board with other switches complete all as specified and directed by engineer in charge. 151 all as per srl item no. 148 here in before but for one switch socket combinationt 6 pin 5 / 15 amps on independent board with copper conductor 2.5 sqmm complete all as specified and directed by engineer in charge. 152 s & f switch piano flush type 5 / 6 amps single pole one way complete all as specified and directed by engineer in charge. 153 s & f switch socket combination 5 pin, type 5 / 6 amps flush type complete all as specified and directed by engineer in charge. 154 s & f switch socket combination 6 pin, 5 / 16 amps flush type complete all as specified and directed by engineer in charge. 155 s & f socket outlet 5 pin 5 amps flush type complete all as specified and directed by engineer in charge. 156 s & f ceiling rose surface bakelitethree terminals complete all as specified and directed by engineer in charge. 157 s & f in repair compact & decorative energy efficient led mirror light fitting with antiglare diffuser and decorative end caps suitable for 1x10 watt fitting 2 ft version including led lamp 10 watt complete all as specified and directed by engineer in charge. 158 s & f in replacement of existing light fitting withled batten with aliminium housing andintegrated electronic driver, 20 watt having input voltage ac90 300v, 50 hz , 6500k, and all other accessories including connection with flexiblecable copper conductortwin coreof size 23 / .2 mm upto ceiling rose / connector complete all as specified and directed by engineer in charge. 159 s & f angle holder insulated body with back plate for conduit fittings complete all as specified and directed by engineer in charge. 160 s&f led lamp 9w for angle holder complete all as specified and directed by engineer in charge. 161 s & fin replacement water tight bulk head fitting, comprision of connector , weather proof enamelled gallery , glass well, and including 10 watt led lamp all as specified and directed by engineer in charge. 162 s&f in replacementmcb protected socket 25amps in renewal with plastic box and plug topvertical din rail mount type suitable to operate at 240v current rating range 25a , 50hz 1ph, complied is specification 13032 & 8623 complete all as specified and directed by engineer in charge. 163 s&fin replacementround recess mounted led edge lit slim downlight 12 watt ( 6500k ) with opal diffuser and separate electronic driver die cat aluminum housing fineshed in premium white powder coating efficacy 100lm / w complete all as specified and directed by engineer in charge. 164 s&f decorative, wall mounting, made of polycorbonate suitable for 9 w led lamp, b22 base complete all as specified and directed by engineer in charge. 165 s & f stepped type, single socket fan regulator for ceiling fan 1200 / 1400mm sweep complete all as specified and directed by engineer in charge. 166 s & f in replacement of sub main wiring with two single core cables pvc insulated and un sheathed 6 sqmm ( nominal area ) frlsh multistranded copper conductor drawn in concealedpvc conduict dia 25mm “medium quality” conduit including 6.00 sq mm ( nominal area ) copper cableas earthcontinuity conductor after chasing in wall and making good the disturbed surfaces and white wash or existing colour , necessary junction box and coversincluding necessary connections, pvcflexible pipes are used in pannel board while connecting the cablecomplete all as specified and directed by engineer in charge. ( note : pvc cable and pvc conduit shall be isi marked ) 167 s & f in replacement of sub main wiring with two single core cables pvc insulated and un sheathed 4 sqmm ( nominal area ) frlsh stranded copper conductor drawn in concealedpvc conduict dia 25mm “medium quality” conduit including 4.00 sq mm ( nominal area ) copper cableas earthcontinuity conductor after chasing in wall and making good the disturbed surfaces and white wash or existing colour , necessary junction box and coversincluding necessary connections, pvcflexible pipes are used in pannel board while connecting the cablecomplete all as specified and directed by engineer in charge. ( note : pvc cable and pvc conduit shall be isi marked ) 168 s & f in repairs sheet metal enclosure for double door db made out of crca mild steel sheet surface with insulated material like polyester with epoxy powder coated surface mounted sp & n 8 ways, 240 volts, isi marked, 200 amps bus bar stove enameled dust and vermin proof suitable for incorporation mcbs and isolators etc complete all as specified and directed by engineer in charge. 169 s & f in repairs sheet metal enclosure for double door db made out of crca mild steel sheet surface with insulated material like polyester with epoxy powder coated surface mounted sp & n 12 ways, 240 volts, isi marked, 200 amps bus bar stove enameled dust and vermin proof suitable for incorporation mcbs and isolators etc complete all as specified and directed by engineer in charge. 170 s&f in repairs mccb tp&n 63 amps with breaking capcity 16ka , fixed tm and 415 volts ac supply isi marked complete all as specified and directed by engineer in charge. 171 s & f in repairs mcb ‘c’ series type suitable for 240 volts, ac supply5 to 40 amps, s p & n with over load and short circuit protection and rupturing capacity not less than 10ka complete all as specified and directed by engineer in charge. 172 s & f in repairsmcb ‘b’ series type suitable for 240 volts, ac supply5 to 40 amps , single pole with over load and short circuit protection and rupturing capacity not less than 10ka complete all as specified and directed by engineer in charge. 173 m & l for earthing complete with gi earth plate electrode 60 cm x 60 cm x 6 mmthick burried directly in ground ( earth pit not less than 2.25 mtr deep below ground level ) with top edge of plate not less than 1.5 mtr below ground level , connecting to gi earth lead 4 mm dia gi earth wire , by means of bolts, nuts and washers of giand protection by provisionof gi medium grade pipe 15 mm bore including provision of concrete pit in pcc ( 1:2:4 ) type b1 using 20 mm grade stone aggregate with 40 mm thick cover of rcc ( 1:2:4 ) reinforced with xpm ( weight not less than 4kgs / sqmm ) and frame of angle iron 25mmx25mmx6mm with lugs 02 nos and with 6 mm dia ms bar handle made to shape , gi light grade 20mm bore pipe for watering perforated at the bottom 1.75 meter long placed ontop edge of earth plate common salt and charcoal filling test point made out of 40 mmx 8 mm fi with fixing arrangement , funnel, wire mesh and earth work inhard dense soil , returning filling in and removal of surplus soil to a distance not exceeding50 mtrs all as per electric plate no.3 of ssr part 1 and connecting to earth test point including taking out unserviceable earthing with all acessories all as specified or indicated including testing on completion all as specified and directed by engr in charge 174 s&fin replacement security light fitting led type 25 watt with all necessary acessories, clear transparent acrylic cover, prewire suitable to operated on 230 volt 50 hz ac & supply and fixing to wall / on pole including fixing arrangement with suitable galvanized iron pipe 35 mm bore “light grade” brackets 2 mtr length bent to shape to obtained required shape including clamps, nuts / bots / washers etc connecting with suitable flexible copper wire of size 23 / 0.0076 complete all as specified and directed by engineer in charge 175 s&f in repairs sheet metal enclouser for doble door vertical dbs made out of crca mild steel sheet surface with insulated material like polyester with epoxy powder coated surface mouting vtpn 4 way 415 voltisi marked 250amps busbar stove enameled dust and vermin proof, ip:43 protection suitable for incorporation fp mccb ( v tech ) n1 frame upto 125a, isolators and including give connection with wire and cable etc complete all as specified and directedby engineer in charge . 176 supply and fix pvc body tent / industrial type desert cooler ( 1135x600x1535mm ) alongiwth four wheels, electric driven ( single phase ) , 3 speed motor with 950 rpm, 30 inch axial type fan , noise level 68 db, having nominal air flow capacity of 18000cmh / 10500 cfm, large size, pad size ( 1100x100x1150mm ) , water tank 90l capacity, black color complete all as specified and directed by engineer in charge 177 hanging only ceiling fan ( m.d. supply ) and connecting up including provision of cable from ceiling rose or connector to fan complete all as specified and directed by engineer in charge 178 fixing only exhaust fan ( m.d. supply ) and connecting upincluding provision of cable from ceiling rose / connector to fan and clean the existing exhuast fan with chemical solution complete all as specified and directed by engineer in charge 179 s&f rj 45 data and tv socket eachfor connection of data network and tv cable ( dish ) complete all as specified and directed by engineer in charge 180 s&f rigid non metaliic pvc conduit 20mm dia inclusive of all tees, bends , elbows , reducers , bell mouth tube ends and complete with all fixing accessories such as couplers , lock nuts, saddles, pipehooks etc complete all as specified and directed by engineer in charge 181 s&fsteelbody exhaust fan of 300mm sweep , 240 volt , 900 rpm, 5 star rating complete with louvers and shutter and mounted in suitable opening arrangement in wall and connecting up including 3 core pvc insulated pvc sheathed copper conductor flexible cable 24 / 0.2mm from ceiling rose to fan complete including breaking of brick wall and making a hole for fixing of exhaust fan including grouting of bolts and making good to disturbed wall in cm ( 1:4 ) white washing matching with existing color etc complete all as specified and directed by engineer in charge 182 supply and filling in sand for cable protection complete all as specified and directed by engineer in charge 183 supply and lay standard size bricks subclass b type complete all as specified and directed by engineer in charge 184 m&l for fixing gi tubing ( light grade ) 80mm bore for cable protection laid under path / trench / wall / on pole all as specified and directed by engr in charge. 185 supply and lay jointing and testing and commissioning in replacement of 35 sqmmx4 core xlpe insulated, screened , pvc bedded galvanised steel strip or wire armoured electric power cable heavy duty multi stranded aluminium conductor & pvc sheathed lt cable 1100 v grade conforming to is 7098 laid in trenches / ducts / fixed on poles wall / laid under roads / paths / drain / culverts or passing through pipes complete all as specified and directed by engineer in charge. 186 m&l for galvanized steel water tubing medium grade of 25 mm bore with & including all fittings complete, laid in trenches / wall or floor , and connections of 25 mm bore, complete all as specified and directed by engineer in charge. 187 supply & fixing mild steel clamps made of flat iron 40x6mm in two halves for tapping through 40 to 100mm bore gi / di water pipe line including drilling and welding of 15 25mm gi socket and necessary rubber insertion, nut, bolts & washers complete all as specified and directed by engineer in charge. 188 s&f 20mm bore gun metal gate valve ( isi marked ) with iron wheel head, screwed both ends for iron pipe, including dismantling & taking out old unserviceable gate valve of 20mm bore, complete all as specified and directed by engineer in charge. 189 m&l for cutting existing steel tubing for alterations or additions for 40mm to 50 mm size screwing existing steel tubing for alterations or additions ( or lengthening screw on pipe to form connector ) complete all as specified and directed by engineer in charge. 190 s&f 25mm bore gun metal gate valve ( isi marked ) with iron wheel head, screwed both ends for iron pipe, including dismantling & taking out old unserviceable gate valve of 20mm bore, complete all as specified and directed by engineer in charge. 191 supply, fixing , testing & commisioning of electric chimney ( 90 cm ) with feature of baffle filter, inbuilit light, touch screen control panel, noise level, 58 db, stainless steel body, air suction capacity 1200 cmh, speed level 3 , motor power 180 watt, input vol 220 240 v / 50hz, remote controlled and fitting in wall as connecaled or duct all as specified and directed by eng in charge. 192 supply and fixing of ms powder coated fly catchers machine with dimensions ( l 24.5 x d 5.5 x h 17 ) , light source philips actinic uv tubes ( two tubes ) , capacity of 18 watt each of tube all as specified and directed by engr in charge. 193 note : ( i ) amount ofcredit for retrieved materials is mentionedin sch a section ii of tender documents in pdf form which will be deducted while acceptance of tender offline....

Food Corporation Of India - Rajasthan

40449180 tender for roof replacement and general repair works at fsd lalgarh phase 1; 1 demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of engineer in charge. nominal concrete 1:3:6 or richer mix ( i / c equivalent design mix ) 2 taking out wind ties from roof including cutting out rusted bolts, nuts etc. and removing materials to any distance within compound and stacking. 3 dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: asbestos cement sheet 4 dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: gs sheet 5 providing and fixing precoated galvanised iron profile sheets ( size, shape and pitch of corrugation as approved by engineer in charge ) 0.50 mm ( + 0.05 % ) total coated thickness with zinc coating 120 grams per sqm as per is: 277, in 240 mpa steel grade, 5 7 microns epoxy primer on both side of the sheet and polyester top coat 15 18 microns. sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by engineer in charge. the sheet shall be fixed using self drilling / self tapping screws of size ( 5.5x 55 mm ) with epdm seal, complete upto any pitch in horizontal / vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 6 providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm ( + 0.05 % ) total coated thickness, zinc coating 120 grams per sqm as per is: 277, in 240 mpa steel grade, 5 7 microns epoxy primer on both side of the sheet and polyester top coat 15 18 microns using self drilling / self tapping screws complete : ( i ) ridges plain ( 500 600mm ) 7 providing gola 75x75 mm in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge ) , includingfinishing with cement mortar 1:3 ( 1 cement : 3 fine sand ) as per standard design : in 75x75 mm deep without chase cutting 8 fixing of old wind tie with new fittings including painting two or more coats with anticorrosive bitumastic paint of approved brand & manufacturer over and including priming coat of ready mixed zinc chromate yellow primer of approved brand. 9 extra for providing and fixing wind ties of 40x 6 mm flat iron section. 10 supply , installation , testing and commissioning of turbo ventilators size 22 in stainlesssteel 430grade with approximate weight 4.85kg having a cfm 7km per hours 2440 with blade lengh 360mm wings of 80 mm and following specification.turbo ventilators available in stainless steel, size 22 ss grade :430 , no of outer wings:24 ( 22 ) , , no of inner wings:6 ( 422 ) , fan base:nylon, top and bottom ss 430, inside material :nylon., fan blade od:600mm ( for 22 ) , nylon blade ring :560mm ( for 22 ) , total fan height :360mm ( for 22 ) , self lubricating bearing . 11 dismantling c.i. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 100 mm dia pipe 12 credit for: dismantelled old asbestos sheets avilable from dismantaling of roof godown with all leads and lifts including transportation on as is where basis including taking away from depot complex complete as directed by engineer in charge 13 creditfor: dismantelled old gi sheetsavilable from dismantaling of roof godown with all leads and lifts including transportation on as is where basis including taking away from depot complex complete as directed by engineer in charge ( weight will be taken as per actual weighment on fci weigh bridge. ) 14 credit for: dismantelled c.i. pipes avilable from dismantaling of roof godown with all leads and lifts including transportation on as is where basis including taking away from depot complex complete as directed by engineer in charge ( weight will be taken as per actual weighment on fci weigh bridge. ) 15 providing and laying cement concrete in retaining walls, return walls, walls ( any thickness ) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 ( 1 cement : 3 coarse sand ( zone iii ) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources ) 16 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level :1:4:8 ( 1 cement : 4 coarse sand ( zone iii ) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources ) 17 cement concrete flooring 1:2:4 ( 1 cement 2 coarse sand : 4 graded stone aggregate ) finished with a floating coat of neat cement slurry but excludng the cost of nosing of steps etc complete 50 mm thick 20 mm nominal size stone aggregate 18 demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per directionof engineer in charge.nominal concrete 1:4:8 or leaner mix ( i / c equivalent design mix ) ...

Department Of Heavy Industry - Rajasthan

40132953 bids are invited for construction of washing dyke earth work in excavation , position cement concrete , random rubble stone masonry , pointing on stone masonry , laying dry stone soling and packing closely , cement concrete flooring total quantity : 328...

Department Of Heavy Industry - Rajasthan

39687827 bids are invited for construction of washing dyke earth work in excavation , position cement concrete , random rubble stone masonry , pointing on stone masonry , laying dry stone soling and packing closely , cement concrete flooring total quantity : 328...

Prasar Bharati - Rajasthan

37814367 providing cement concrete flooring in studio corridor and pvc tiles flooring infront of toilets for air at udaipur...

Department Of Local Bodies - Rajasthan

37475687 under the indira gandhi urban employment scheme, the work of providing necessary resources / materials for the repair and renovation work of government buildings / parks / water harvesting etc. 1 painting two coats on specified surface with synthetic enamel paint of approved brand and shade, after through cleaning and neccesary filling to give even shade including all material, labour. on new plastered concrete surface ( excluding labour ) 2 painting two coats on specified surface with synthetic enamel paint of approved brand and shade, after through cleaning and neccesary filling to give even shade including all material, labour. on steel surface ( excluding labour ) 3 scraping & removing of white wash / distemper / oil paint / algli etc. from lime plaster highly decorative, ornamental and stucco work with at most care by using fine sand paper under the close supervision to keep intact the old designs. ( excluding labour ) 4 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:two or more coats on new work ( excluding labour ) 5 providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete ( excluding labour ) 6 cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate ) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. ( collectorate, gpf office, municipal office and other govt building ) ( excluding labour ) 7 construction of water harvesting structure in nagar prashid ( excluding labour ) ...

Rajasthan State Agricultural Marketing Board - Rajasthan

36344049 various work package 01 / 2022 23 govt. college aburoad distt. sirohi. 1 clearing and grubbing road landincluding uprooting rank vegetation, grass, bushes, shrubs, saplingsand trees girth upto 300 mm, removal of stumps of trees cut earlierand disposal of unserviceable materials and stacking of serviceable material upto a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per morth specification clause 201 by mechanical means . a. in area of light jungle 2 earth work in excavation, including stacking / disposal of surplus material with all lifts and lead upto 495 metres, exclusive of compensation of earth [ morth specification : clause 301 to 305 ] in ordinary soil mechanically by power shovel, including mechanical loading and carriageby tipper / dumper ( 6t capacity ) carriage of sand, bajri, ballast, stone, boulders, kankar & gravelly material includind loading & unloading ( morth specification : 514.5 table 500.28 ) for lead above 495mtup to 1000mt ) to be included in the respective item ) . add for each subsequent km. lead above 1 km. upto 10 km. 3 extra for laying earth as per specification for compaction in 200 mm thick loose layers and dressing [ morth specification clause 305.3.5 ] . by manual means : when laying of earth in layers is done from stockpiles including breaking of clods and dressing with all lead and lift but excluding rolling and watering. 4 extra for watering the earth to bring the earth upto required o.m.c excluding rolling 5 extra for rolling to specification with power roller, 8 10 tonne when earth is at suitable moisture content with dry field density not less than 100 % of maximum dry density ( ordi nary procter test ) .excluding watering. 6 providing and laying granular sub base material having p.i.not more than 6, including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8 10 tonne power rollerto required camber and grade including cost of water and hire charges of machinery, including t&p with all lead ( compacted thickness to be measured ) .as per morth specification table 400 1, 400 2 : for grading i with cbr value not less than 30. to attain 100% proctor density. 7 providing, laying, spreadingand compactingstone aggregate of specfic as per table 400 7 to water bound macadam specification including spreading in uniform thickness, hand packing roll ing with vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill up the interstices of coarse aggregates watering ( with water browser ) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [ morth specfication : clause 404 ] ( by manual means ) . by manual meansgrading ii , 63 mm to 45 mm@ 0.91 cum per 10 sqm for compacted thickness of 75 mm. ( crusher broken ) stone screening type b 8 construction of un reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum , coarse and fine aggregate conforming to is: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per morth specification clause 602. 9 earth work in excavation by mechanical means ( hydraulic excavator ) / manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sqm on plan ) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. all kinds of soils 10 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size ) . 11 random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in: cement mortar 1:6 ( 1 cement : 6 sand ) . 12 cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate ) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.75mmthickwith20mmthicknominalsizeaggregate. 13 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. 14 random rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in :cement mortar 1:6 ( 1 cement : 6 sand ) . 15 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats, or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 16 providing corrugated g.s. sheet roofing including vertical / curved surface fixed with polymer coated j or l hooks, bolts and nuts 8 mm diameter with bitumen and g.i. limpet washers or with g.i. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete ( upto any pitch in horizontal / vertical or curved surfaces ) excluding the cost of purlins, rafters and trusses and including cutting to size and shape whenever required.0.63 mm thick with zinc coating not less than 275 gm / m2 17 providing and fixing 15 cm wide 45 cm over all semi circular plain g.s. sheetgutter with iron brackets 40x3mm size, bolts, nuts and washers etc. including making necessary connections with rain water pipes complete.0.63mm thick 18 steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m ) fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.hot finished welded type tubes. 19 painting with synthetic enamel paint of approved brand and manufacture togive an even shade :two or more coats on new work 20 kota stone slab flooring 25 mm thick over 20 mm ( average ) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 ( 1 cement : 4 coarse sand ) .for area of each slab from 2001 to 5000 sq.cm 21 construction of open surfacedrain with 112mm thick brick masonry in cm 1:4, 110mm thick base concrete 1:5:10, 37mm thick m 15 grade c.c. flooring , 12mm 1:4 cement plaster on all exposed faces of walls including top surface excavation & disposal of earth complete as per approved design / drawing:250mm drain, 300mm av. depth 22 construction of chamber in all type of soil with 300 mm thick masonry in cm 1:6 m, 10 cm thick c.c. 1:5:10 in foundation, 20mm thick insider plaster in cm 1:6, finished with floating neat cement, 50mm thick m 15 grade c.c. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. inside size 450 x 450mm depth upto0.5 m cement cover with frame 23 demolishing lime concrete manually / by mechanical means and disposal of material within 50 metres lead as per direction of engineer in charge. 24 grading roof for water proofing treatment withwater proffing compoundcement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) 25 providing & laying broken glazed titles on roof ( broken glazed tilesnot less than 9 kg / sqm ) on top of hot bitumen @ 1.7 kg / sqm. ( 1.40 kg ofvg 40 ( 30 / 40 ) grade and 0.30 kg / sqm. ofvg 10 ( 80 / 100 ) grade ) and joints filled with cement mortar 1 :2 ( 1 cement:2 marble dust mixed with water proofing compund all complete as per direction of engineer in charge. 26 providing gola 75x75 mm in cement concrete 1:2:4 ( 1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge ) includingfinishing with cement mortar 1:3 ( 1 cement : 3 fine sand ) as per standard design : 27 providing, laying, spreadingand compactingstone aggregate of specfic as per table 400 7 to water bound macadam specification including spreading in uniform thickness, hand packing roll ing with vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill up the interstices of coarse aggregates watering ( with water browser ) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [ morth specfication : clause 404 ] ( by manual means ) . by manual means grading iii, 53 mm to 22.4 mm, @ 0.91 cum per 10 sqm for compacted thickness of 75 mm. ( crusher broken ) ) stone screening type b 28 providing and laying in position specified grade ofcement concrete forall rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 ( 1 cement: 3 coarse sand ) and making good the joints and cost of plastizers ( if required ) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix 29 centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. 30 providing and fabricating reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding ( including cost of binding wire ) all complete up to floor five level. ( original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to is:1786 ) thermo mechanically treated bars ( conforming of relevent is code ) 31 p&f rigid pvc pipe ( is:4985 mark ) class ii / ( 4 kg. / cm2. ) approved quality / makeincluding joining the pipe with solvent cement rubber ring and lubricant.160 mm dia 32 plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 25 mm thick. 33 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats, or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide extra if square, rectangular hollow tubelarsections are used or grill made by flats only 34 earth work in excavation by mechanical means ( hydraulic excavator ) / manual means over areas ( exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan ) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed : all kinds of soil 35 extra for rolling to specification with the use of vibratory roller when earth is at suitable moisture content with desired field density not less than 95% of maximum dry density ( modify heavy proctor test ) , excluding watering. 36 supply & stacking good soil of earth at site complete including loading unloading & transportation etc.good soil of earth 37 maintenance of lawnspreading of manure , good earth in required thickness ( cost of manure and good earth to be separately ) 38 mixing earth and sludge or farm yard manure in proportion specfied or as directed. 39 manintance of lawns with fine grassing for the first year including watering etc. 40 edging with 2nd class bricks laid dry length wise including excavation refilling, consolidating with and packing and spreading nearby, the surplus earth within lead of 50 metres. 41 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. m10 grade nominal mix 1: 3: 6 ( 1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size ) . 42 supply of dry manure including loading unloading, transportation & stacking at site. farm yard manure ( organic ) 43 supplying and filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand 44 maintenance of lawnirrigation of lawn 45 maintenance of lawnuprooting weeds from the lawn plots and trenched area after 10 to 15 days of its flooding with including disposal of uprooted vegetation...

Department Of Local Bodies - Rajasthan

36271955 tender for drain repairing work at various places in ward 48 to 57, 71, 72 , dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by engineer. bituminous courses , granular courses , dismantling of existing structures like culverts, bridges, retaining walls, cc road and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffoldingwherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by engineer.cement concrete grade m 15 and above and pcc blocks , lime concrete, cement concrete grade m 10 ( 1:5:10 ) and below , dismantling of existing structures like culverts, bridges, retaining walls, cc road and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by engineer. rubble stone masonry in cement mortar. , earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per mort&h specification clause 301. in all type of soil , earth work for sewer line and manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe / foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of engineer for following depths, below natural ground / road top level including allowances for any additional excavation beyond the drawings ( measurement for payment to be as per standard drawings ) , re handling of material / earth to complete the task. in all types soils / saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. depth upto 1.5 m , silt clearance of drains, channels and canals with lift 1.5 mtr and lead up to 50 mtr. , sludge clearance of drains, channels and canals with lift 1.5 mtr and lead up to 50 mtr. , random rubble masonry with hard stone in foundation and plinth : cement mortar 1:6 ( 1 cement : 6 coarse sand ) , extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories. , cement plastering including t&p, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 1:4 ( 1 cement : 4 fine / coarse sand ) , pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand ) : flush / ruled pointing , supplying and fixing soorsagar bhura or equivalent ashlar sills, lintels and dassa, bearing, bed & top surface made perfenctly even, jabms, skirting steps etc. rough dressed :upto 15 cm. thick , providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type isi marked upvc pipes of class iii ( 6 kg / sqcm ) suitable for potable water with rubber ring joints ( as per is 4985 2000 ) of following outer dia with all accessories ( excluding specials ) complete including all material, labour, hydraulic testing and commissioning as per technical specifications and as per direction of engineer. note : e / w to be measured and paid separately. 160 mm dia , providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level :1:4:8 ( 1 cement : 4 fine / coarse sand : 8 graded stone aggregate 40 mm nominal size ) . , providing and laying lean cement concrete 1:4:8 in sub base over a prepared sub grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600 1, cement content not to be less than 150 kg / cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. , cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate ) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 75mm thick with 20mm thick nominal size aggregate. , providing and fixing of precast concrete interlocking tiles of desired shape of m 30 grade manufactured from fully computerized automatic stationery hydraulic viebro pressed machine and fully computerized automatic batching plant of class a1 / a2 as per bs 6717:2001. the cc interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. laying procedure on compacted sub base as defined. complete job is to be executed as per the instruction of engineer incharge. the rates to be inclusive of all lead & lifts etc. complete as per specifications. tensile splitting strength, abrasion and braking load etc. as per bs 6717:2001, grey cement. 80mm thick , providing and fixing of reinforced ferro cement drain covers designed for a class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted m.s. plate , rim and m.s. lifting hooks, admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc. , standard size 600x800mm ( 75mm thick ) for span 300 to 450mm , standard size 1000x800mm ( 100mm thick ) for span 451 to 700mm , supplying & fixing 560mm dia sfrc manhole frame & cover as per is : 12592 2002 in existing manholes including grouting the frame in pcc m 15 complete in all respect as directed by the engineer.hd 20 , carriage of materials by mechanical transport including loading, unloading and stacking ::earth. upto 5 km , providing and laying un reinforced, dowel jointed, plain cement concrete mix with concrete mixer & vibrator pavement over aprepared sub base with 43 grade cement , coarse and fine aggregate conforming to is: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures ( if required ) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. pcc m 20 , providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved reflective colour and design having minimun compressive strength of 300 kg / sq cm. the cc paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. laying procedure on compacted sub base as defined. complete job is to be executed as per the instruction of engineer incharge. the rates to be inclusive of all lead & lifts etc. complete as per specifications. , providing and fixing precast cement concrete m 20 grade ( using mechanical concrete mixer ) kerb stone top and bottom width 115 and 165 mm respectively, 250 mm high on 150 mm thick pcc m 10 grade foundation as per design, including fixing at site as per clause 408 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. , steel work welded in built up sections / framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works...

Department Of Local Bodies - Rajasthan

36271948 tender for sewer line, cc and interlocking tiles work at various places in ward 73 to 80 , earth work for sewer line and manhole in excavationin foundation, trenchesmanholes, roadside chambersetc. includingdressingof sides and rammingof bottoms, includinggetting out the excavated material, refilling after laying pipe / foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of engineerfor followingdepths, belownaturalground / roadtop level. including allowances for any additional excavation beyond thedrawings ( measurement for payment to be as per standard drawings ) , re handling of material / earth to complete the task. in all types soils such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. depth upto 1.5 m , add extra for over all depth of excavation above 1.5 m and upto 3.0 m over item no 17.1.1.1 , dismantlingof flexible pavementsfor sewer line and manholesand disposal of dismantled materials up to a lead of 50 metres, stacking serviceableandunserviceablematerialsseparatelyas directedby engineer. , bituminous courses , granular courses , providing at site, lowering & laying in trenches, aligning & jointing of rcc pipes np4 class ( with s / s ends ) is: 458 2003 ( amended up to date ) marked and pipes from 300 mm and upto 1800 mm manufacturedthroughverticalcastingprocessatalldepthswith rubber gaskets ( epdm / sbr ) forsewerlinesasperis:5382 ( including costofrubber gaskets, lubricants ) asperdrawing, sectional testing of the sewer pipe line ( including cost and conveyance of water to site ) etc., complete as per specification and / or as directed by engineer. note : e / w to be measured and paid separately , 200 mm internal diameter , 250 mm internal diameter , 300 mm internal diameter , 450 mm internal diameter , providing granular bedding having width = outer dia of pipe ( bc ) + 500mm, thickness below pipe = 0.25bc or 100mm ( whichever is higher ) and haunching = 0.5bc, with graded hard crusher broken stone of 100% passing through 20mm sheive, 20 to 50 % passing through 10mm sheive and 100 % retain on 6.3mm sheive, laying in layers of thickness 10 / 15cm including ramming, consolidation etc complete for all type of pipes of following sizes as per drawing and or as directed by engineer. , 200 mm internal diameter , 250 mm internal diameter , 300 mm internal diameter , 450 mm internal diameter , cement plastering including t&p, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix :1:6 ( 1 cement : 6 fine / coarse sand ) , supplying and fixing soorsagar bhura or equialent ashlar sills lintel and dassa , bearing , bed and top surface made perfeenctly even jambs , skirting steps etc. rough dressed upto 15 cm thick. , random rubble masonry with hard stone in foundation and plinth : cement mortar 1:6 ( 1 cement : 6 coarse sand ) , supplying & fixing 560mm dia sfrc manhole frame & cover as per is : 12592 2002 in existing manholes including grouting the frame inpcc m 15 complete in all respect as directed by the engineer. hd 20 , providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level :1:4:8 ( 1 cement : 4 fine / coarse sand : 8 graded stone aggregate 40 mm nominal size ) . , carriage of materials by mechanical transport including loading, unloading and stacking::5km , earth , sand, bazri, ballast, kankar , providing and fixing of precast concrete interlocking tiles of desired shape of m 30 grade manufactured from fully computerized automatic stationery hydraulic viebro pressed machine and fully computerized automatic batching plant of class a1 / a2 as per bs 6717:2001. the cc interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. laying procedure on compacted sub base as defined. complete job is to be executed as per the instruction of engineer incharge. the rates to be inclusive of all lead & lifts etc. complete as per specifications. tensile splitting strength, abrasion and braking load etc. as per bs 6717:2001, grey cement. , 60mm thick , 80mm thick , empting of septic tank / soakage well etc, disposing of sludge within a lead of 5km and taking out sewage including refilling with local earth, ramming and compaction in layers, cleaning of site. , providing and fixing precast cement concrete m 20 grade ( using mechanical concrete mixer ) kerb stone top and bottom width 115 and 165 mm respectively, 250 mm high on 150 mm thick pcc m 10 grade foundation as per design, including fixing at site as per clause 408 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. , providing at site, lowering & laying in trenches, aligning & jointing of pvc u pipes ( sn 8 ) as per is 15328 ( amended up to date ) and as per specifications with rubber rings with socket and spigot joint, ( epdm / sbr ) for all depths for pipe length as per drawing and specification including hydraulic field testing ( including the cost and conveyance of water to site for testing ) and commissioning etc complete as directed by engineer. note : e / w to be measured and paid separately. length of pipe shall be measured in between the outer wall of two manholes / inspection chambers. pipe in the manhole / inspection chamber’s wall shall deemed to be included in the item of manhole / inspection chamber shall not be payable. , 110mm nominal dia , 160mm nominal dia , dismantling of existing structures like culverts, bridges, retaining walls, cc road and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by engineer. , lime concrete, cement concrete grade m 10 ( 1:5:10 ) and below , cement concrete grade m 15 and above and pcc blocks , dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by engineer. , bituminous courses , granular courses , steel work welded in built up sections / framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. , providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved reflective colour and design having minimun compressive strength of 300 kg / sq cm. the cc paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. laying procedure on compacted sub base as defined. complete job is to be executed as per the instruction of engineer incharge. the rates to be inclusive of all lead & lifts etc. complete as per specifications. , providing and constructing of rr stone masonry circular manholes of type z with internal dia 0.56m and depth upto 0.90 m having 300mm thick rr stone masonry wall in cement sand mortar 1:4, including concreting pcc m 10 grade ( 1:3:6 ) for 225mm thick foundation including curing compaction and form work etc complete, pcc m15 for benching and channel portion, pcc m15 for fixing the manhole frame and cover using stone aggregate 20mm nominal size, 20mm thick inside and outside plaster in c. m. 1:3, inside plaster finished with floating coat of neat cement, vata in cm1:1 around pipe entering and leaving the manhole and also at the junction of masonry and roof. supplying and fixing heavy duty sfrc manhole frame and cover as per is 12592 ( part i and ii ) having clear opening of 560mm, including refilling of jhiri, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewatering complete as directed by the engineer. note only excavation work will be measured and paid separately ( ztype manholes ) , providing and constructing of rr stone masonry circular manholes of type a with internal dia 0.90m and depth upto 1.65m having 300mm thick rr stone masonry wall in cement sand mortar 1:4, including concreting pcc m 10 grade ( 1:4:8 ) for 225mm thick foundation including curing compaction and form work etc complete, pcc m15 for benching and channel portion, rcc m20 for 200mm thick cover slab including reinforcement, pcc m20 for fixing the manhole frame and cover using stone aggregate 20mm nominal size, 20mm thick inside and outside plaster in c. m. 1:3, inside plaster finished with floating coat of neat cement, vata in cm1:1 around pipe entering and leaving the manhole and also at the junction of masonry and concrete slab, providing and fixing of sfrc foot steps of approved make at every 0.30m height fixed in cm 1:3, supplying and fixing heavy duty sfrc manhole frame and cover as per is 12592 ( part i and ii ) having clear opening of 560mm, including refilling of jhiri, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewateringcomplete as directed by the engineer. note: excavation of earth work and road cutting for manhole will be measured and paid separately. manhole type a of depth 0.90 m each , manhole type a of depth 0.90 m , providing and constructing extra depth of manhole type a for depth beyond 0.90 m and upto 1.65 m with rr stone masonary including 20mm plaster inside and outside as per drawing and direction of engineer. , raising circular brick / rr stone masonry manhole with circular opening 560mm dia and frame slab to required level including dismantling existing slab, taking out the existing ci frame & cover of manhole and raising it upto ground / road level, refixing of frame and cover in m15 ( 1:2:4 ) concrete all around the frame, including making good the damage, form work, curing, complete as directed by engineer. ( brick work / rr stone work of raising depth of manhole to be paid separately ) , lowering of circular brick / rr stone masonry manhole with circular opening 560mm dia and frame slab to required level including dismantling existing slab and manhole wall, taking out the existing ci frame & cover of manhole and lowering it upto ground / road level, refixing of frame and cover in m15 ( 1:2:4 ) concrete all around the frame, including making good the damage, form work, curing, complete as directed by engineer. ( dismantling of brick work / rr stone work depth of manhole to be paid separately ) , cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate ) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 75mm thick with 20mm thick nominal size aggregate. , distempering with 1st quality acrylic washable distemper ( ready mixed ) of approved manufacturer and of required shade and colour complete. as per manufacturers specification. two or more coats on new work. , providing and laying un reinforced, dowel jointed, plain cement concrete mix with concrete mixer & vibrator pavement over aprepared sub base with 43 grade cement , coarse and fine aggregate conforming to is: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures ( if required ) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. pcc m 20 , extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories. , providing and laying lean cement concrete 1:4:8 in sub base over a prepared sub grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600 1, cement content not to be less than 150 kg / cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. , distempering with 1st quality acrylic washable distemper ( ready mixed ) of approved manufacturer and of required shade and colour complete. as per manufacturers specification. one or more coats on old work....

Department Of Local Bodies - Rajasthan

36271947 tender for drain repairing work at various places in ward 73 to 80 , dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by engineer. bituminous courses , granular courses , dismantling of existing structures like culverts, bridges, retaining walls, cc road and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffoldingwherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by engineer.cement concrete grade m 15 and above and pcc blocks , lime concrete, cement concrete grade m 10 ( 1:5:10 ) and below , dismantling of existing structures like culverts, bridges, retaining walls, cc road and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by engineer. rubble stone masonry in cement mortar. , earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per mort&h specification clause 301. in all type of soil , earth work for sewer line and manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe / foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of engineer for following depths, below natural ground / road top level including allowances for any additional excavation beyond the drawings ( measurement for payment to be as per standard drawings ) , re handling of material / earth to complete the task. in all types soils / saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. depth upto 1.5 m , silt clearance of drains, channels and canals with lift 1.5 mtr and lead up to 50 mtr. , sludge clearance of drains, channels and canals with lift 1.5 mtr and lead up to 50 mtr. , random rubble masonry with hard stone in foundation and plinth : cement mortar 1:6 ( 1 cement : 6 coarse sand ) , extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories. , cement plastering including t&p, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 1:4 ( 1 cement : 4 fine / coarse sand ) , pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand ) : flush / ruled pointing , supplying and fixing soorsagar bhura or equivalent ashlar sills, lintels and dassa, bearing, bed & top surface made perfenctly even, jabms, skirting steps etc. rough dressed :upto 15 cm. thick , providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type isi marked upvc pipes of class iii ( 6 kg / sqcm ) suitable for potable water with rubber ring joints ( as per is 4985 2000 ) of following outer dia with all accessories ( excluding specials ) complete including all material, labour, hydraulic testing and commissioning as per technical specifications and as per direction of engineer. note : e / w to be measured and paid separately. 160 mm dia , providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level :1:4:8 ( 1 cement : 4 fine / coarse sand : 8 graded stone aggregate 40 mm nominal size ) . , providing and laying lean cement concrete 1:4:8 in sub base over a prepared sub grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600 1, cement content not to be less than 150 kg / cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. , cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate ) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 75mm thick with 20mm thick nominal size aggregate. , providing and fixing of precast concrete interlocking tiles of desired shape of m 30 grade manufactured from fully computerized automatic stationery hydraulic viebro pressed machine and fully computerized automatic batching plant of class a1 / a2 as per bs 6717:2001. the cc interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. laying procedure on compacted sub base as defined. complete job is to be executed as per the instruction of engineer incharge. the rates to be inclusive of all lead & lifts etc. complete as per specifications. tensile splitting strength, abrasion and braking load etc. as per bs 6717:2001, grey cement. 80mm thick , providing and fixing of reinforced ferro cement drain covers designed for a class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted m.s. plate , rim and m.s. lifting hooks, admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc. , standard size 600x800mm ( 75mm thick ) for span 300 to 450mm , standard size 1000x800mm ( 100mm thick ) for span 451 to 700mm , supplying & fixing 560mm dia sfrc manhole frame & cover as per is : 12592 2002 in existing manholes including grouting the frame in pcc m 15 complete in all respect as directed by the engineer.hd 20 , carriage of materials by mechanical transport including loading, unloading and stacking ::earth. upto 5 km , providing and laying un reinforced, dowel jointed, plain cement concrete mix with concrete mixer & vibrator pavement over aprepared sub base with 43 grade cement , coarse and fine aggregate conforming to is: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures ( if required ) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. pcc m 20 , providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved reflective colour and design having minimun compressive strength of 300 kg / sq cm. the cc paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. laying procedure on compacted sub base as defined. complete job is to be executed as per the instruction of engineer incharge. the rates to be inclusive of all lead & lifts etc. complete as per specifications. , providing and fixing precast cement concrete m 20 grade ( using mechanical concrete mixer ) kerb stone top and bottom width 115 and 165 mm respectively, 250 mm high on 150 mm thick pcc m 10 grade foundation as per design, including fixing at site as per clause 408 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. , steel work welded in built up sections / framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works...

Department Of Local Bodies - Rajasthan

36271938 tender for sewer line, cc and interlocking tiles work at various places in ward 48 to 57, 71, 72 , earth work for sewer line and manhole in excavationin foundation, trenchesmanholes, roadside chambersetc. includingdressingof sides and rammingof bottoms, includinggetting out the excavated material, refilling after laying pipe / foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of engineerfor followingdepths, belownaturalground / roadtop level. including allowances for any additional excavation beyond thedrawings ( measurement for payment to be as per standard drawings ) , re handling of material / earth to complete the task. in all types soils such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. depth upto 1.5 m , add extra for over all depth of excavation above 1.5 m and upto 3.0 m over item no 17.1.1.1 , dismantlingof flexible pavementsfor sewer line and manholesand disposal of dismantled materials up to a lead of 50 metres, stacking serviceableandunserviceablematerialsseparatelyas directedby engineer. , bituminous courses , granular courses , providing at site, lowering & laying in trenches, aligning & jointing of rcc pipes np4 class ( with s / s ends ) is: 458 2003 ( amended up to date ) marked and pipes from 300 mm and upto 1800 mm manufacturedthroughverticalcastingprocessatalldepthswith rubber gaskets ( epdm / sbr ) forsewerlinesasperis:5382 ( including costofrubber gaskets, lubricants ) asperdrawing, sectional testing of the sewer pipe line ( including cost and conveyance of water to site ) etc., complete as per specification and / or as directed by engineer. note : e / w to be measured and paid separately , 200 mm internal diameter , 250 mm internal diameter , 300 mm internal diameter , 450 mm internal diameter , providing granular bedding having width = outer dia of pipe ( bc ) + 500mm, thickness below pipe = 0.25bc or 100mm ( whichever is higher ) and haunching = 0.5bc, with graded hard crusher broken stone of 100% passing through 20mm sheive, 20 to 50 % passing through 10mm sheive and 100 % retain on 6.3mm sheive, laying in layers of thickness 10 / 15cm including ramming, consolidation etc complete for all type of pipes of following sizes as per drawing and or as directed by engineer. , 200 mm internal diameter , 250 mm internal diameter , 300 mm internal diameter , 450 mm internal diameter , cement plastering including t&p, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix :1:6 ( 1 cement : 6 fine / coarse sand ) , supplying and fixing soorsagar bhura or equialent ashlar sills lintel and dassa , bearing , bed and top surface made perfeenctly even jambs , skirting steps etc. rough dressed upto 15 cm thick. , random rubble masonry with hard stone in foundation and plinth : cement mortar 1:6 ( 1 cement : 6 coarse sand ) , supplying & fixing 560mm dia sfrc manhole frame & cover as per is : 12592 2002 in existing manholes including grouting the frame inpcc m 15 complete in all respect as directed by the engineer. hd 20 , providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level :1:4:8 ( 1 cement : 4 fine / coarse sand : 8 graded stone aggregate 40 mm nominal size ) . , carriage of materials by mechanical transport including loading, unloading and stacking::5km , earth , sand, bazri, ballast, kankar , providing and fixing of precast concrete interlocking tiles of desired shape of m 30 grade manufactured from fully computerized automatic stationery hydraulic viebro pressed machine and fully computerized automatic batching plant of class a1 / a2 as per bs 6717:2001. the cc interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. laying procedure on compacted sub base as defined. complete job is to be executed as per the instruction of engineer incharge. the rates to be inclusive of all lead & lifts etc. complete as per specifications. tensile splitting strength, abrasion and braking load etc. as per bs 6717:2001, grey cement. , 60mm thick , 80mm thick , empting of septic tank / soakage well etc, disposing of sludge within a lead of 5km and taking out sewage including refilling with local earth, ramming and compaction in layers, cleaning of site. , providing and fixing precast cement concrete m 20 grade ( using mechanical concrete mixer ) kerb stone top and bottom width 115 and 165 mm respectively, 250 mm high on 150 mm thick pcc m 10 grade foundation as per design, including fixing at site as per clause 408 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. , providing at site, lowering & laying in trenches, aligning & jointing of pvc u pipes ( sn 8 ) as per is 15328 ( amended up to date ) and as per specifications with rubber rings with socket and spigot joint, ( epdm / sbr ) for all depths for pipe length as per drawing and specification including hydraulic field testing ( including the cost and conveyance of water to site for testing ) and commissioning etc complete as directed by engineer. note : e / w to be measured and paid separately. length of pipe shall be measured in between the outer wall of two manholes / inspection chambers. pipe in the manhole / inspection chamber’s wall shall deemed to be included in the item of manhole / inspection chamber shall not be payable. , 110mm nominal dia , 160mm nominal dia , dismantling of existing structures like culverts, bridges, retaining walls, cc road and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by engineer. , lime concrete, cement concrete grade m 10 ( 1:5:10 ) and below , cement concrete grade m 15 and above and pcc blocks , dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by engineer. , bituminous courses , granular courses , steel work welded in built up sections / framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. , providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved reflective colour and design having minimun compressive strength of 300 kg / sq cm. the cc paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. laying procedure on compacted sub base as defined. complete job is to be executed as per the instruction of engineer incharge. the rates to be inclusive of all lead & lifts etc. complete as per specifications. , providing and constructing of rr stone masonry circular manholes of type z with internal dia 0.56m and depth upto 0.90 m having 300mm thick rr stone masonry wall in cement sand mortar 1:4, including concreting pcc m 10 grade ( 1:3:6 ) for 225mm thick foundation including curing compaction and form work etc complete, pcc m15 for benching and channel portion, pcc m15 for fixing the manhole frame and cover using stone aggregate 20mm nominal size, 20mm thick inside and outside plaster in c. m. 1:3, inside plaster finished with floating coat of neat cement, vata in cm1:1 around pipe entering and leaving the manhole and also at the junction of masonry and roof. supplying and fixing heavy duty sfrc manhole frame and cover as per is 12592 ( part i and ii ) having clear opening of 560mm, including refilling of jhiri, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewatering complete as directed by the engineer. note only excavation work will be measured and paid separately ( ztype manholes ) , providing and constructing of rr stone masonry circular manholes of type a with internal dia 0.90m and depth upto 1.65m having 300mm thick rr stone masonry wall in cement sand mortar 1:4, including concreting pcc m 10 grade ( 1:4:8 ) for 225mm thick foundation including curing compaction and form work etc complete, pcc m15 for benching and channel portion, rcc m20 for 200mm thick cover slab including reinforcement, pcc m20 for fixing the manhole frame and cover using stone aggregate 20mm nominal size, 20mm thick inside and outside plaster in c. m. 1:3, inside plaster finished with floating coat of neat cement, vata in cm1:1 around pipe entering and leaving the manhole and also at the junction of masonry and concrete slab, providing and fixing of sfrc foot steps of approved make at every 0.30m height fixed in cm 1:3, supplying and fixing heavy duty sfrc manhole frame and cover as per is 12592 ( part i and ii ) having clear opening of 560mm, including refilling of jhiri, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewateringcomplete as directed by the engineer. note: excavation of earth work and road cutting for manhole will be measured and paid separately. manhole type a of depth 0.90 m each , manhole type a of depth 0.90 m , providing and constructing extra depth of manhole type a for depth beyond 0.90 m and upto 1.65 m with rr stone masonary including 20mm plaster inside and outside as per drawing and direction of engineer. , raising circular brick / rr stone masonry manhole with circular opening 560mm dia and frame slab to required level including dismantling existing slab, taking out the existing ci frame & cover of manhole and raising it upto ground / road level, refixing of frame and cover in m15 ( 1:2:4 ) concrete all around the frame, including making good the damage, form work, curing, complete as directed by engineer. ( brick work / rr stone work of raising depth of manhole to be paid separately ) , lowering of circular brick / rr stone masonry manhole with circular opening 560mm dia and frame slab to required level including dismantling existing slab and manhole wall, taking out the existing ci frame & cover of manhole and lowering it upto ground / road level, refixing of frame and cover in m15 ( 1:2:4 ) concrete all around the frame, including making good the damage, form work, curing, complete as directed by engineer. ( dismantling of brick work / rr stone work depth of manhole to be paid separately ) , cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate ) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 75mm thick with 20mm thick nominal size aggregate. , distempering with 1st quality acrylic washable distemper ( ready mixed ) of approved manufacturer and of required shade and colour complete. as per manufacturers specification. two or more coats on new work. , providing and laying un reinforced, dowel jointed, plain cement concrete mix with concrete mixer & vibrator pavement over aprepared sub base with 43 grade cement , coarse and fine aggregate conforming to is: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures ( if required ) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. pcc m 20 , extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories. , providing and laying lean cement concrete 1:4:8 in sub base over a prepared sub grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600 1, cement content not to be less than 150 kg / cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. , distempering with 1st quality acrylic washable distemper ( ready mixed ) of approved manufacturer and of required shade and colour complete. as per manufacturers specification. one or more coats on old work....

RAJASTHAN COUNCIL OF SCHOOL EDUCATION - Rajasthan

36095095 tender for civil work in govt pravisika sanskrit nokha naov part a (building work) based on bsr pwd 2019, bikaner 2 earth work in excavation by mechanical means (hydraulic excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.all kinds of soils 3 pcc in foundation :providing and laying in position cement concrete including curing compaction etc. complete in spcified grade excluding the cost of centering and shuttering all work upto plinth level 1:4:8(1 cement:4 coarse sand :8 graded stone aggregate 40 mm nominal size). 4 brick work masonary with f.p.s bricks of ist class desgnation in foundation and plinth in. cement sand mortar 1:6 ( 1 cement :6 coarse sand) add extra over item of brick workwith class designation 10.0 in substitutionof class designation 7.5 :quantity in cum. 5 plinth beam: providing and laying in position specified grade ofcement concrete forall rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix 6 dry brick on edge flooring in required pattern with bricks of class designation 75 on bed of 12 mm mud mortar including filling joints with river sand complite . 7 half brick work : half brik masonary in supperstructure , above plinth level up to floor five level using f.p.s.bricks of designation 75 cement mortar 1:4 (1 cement:4 course sand) 8 flyash brick work: brick work with mechanised autooclaved flyash lime bricks conforming to is: 12894 :2002 of class designation 100 in superstructure above plinth level up to floor five level in cement mortar 1:6. 9 lintel beams: providing and laying in position specified grade ofcement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( as required) excluding the cost of centering, shuttering and reinforcementfor beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. m20 grade nominal mix / design mix 10 slab & beam: providing and laying in position specified grade ofcement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( as required) excluding the cost of centering, shuttering and reinforcementfor beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. m20 grade nominal mix / design mix 11 centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for :suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 12 steel reinforcement: p/f reinforcement for rcc work including straightening,cutting, bending, placing in position and binding (including cost of binding wire)all complete upto floor five leve tmt bars (conforming of relevent is code). 13 door frames: structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete.angle iron (40x40x5mm. @ 3 kg/m) 14 doors: providing and fixing m.s. sheet 1 mm thickdouble leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of engg. incharge but excluding cost of chowkhats: including two coats of anit corrosive red oxide primer paint. add extra for double leaf shutters 15 glazed window:providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required :partly fixed and partly openable [ fixed area not to exceed 33%] 16 wire gauge supplying & fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150 mm distance. 17 guard bars: p&f square bars or other flat welded to window/ventilators etc. 18 kota stone slab flooring 25 mm thick over 20mm ( average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement: 4 course sand ) for area 2001 to 5000 sq. cm 19 kota stone slabs 25 mm thick in risers and stepsskirting, dado and pillars laid on 12 mm (average)thick cement mortar 1:3(1 cement: 3 course sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs , including rubbing and polishing completefor areaof each slab upto2001 sq. cm 20 terrazo tiles over roof: providing and fixing 20 mm thick precast terrazo tiles of approved make, with marble chips of size up to 6 mm laid over roof with neat cement slurry mixed with pigment to match the shade of the tiles , including cutting, grinding rubbing with machine complete on 20 mm thick bed of cement sand mortar 1:4. 21 providing & fixing ist quality standard white, gray, ivory,fume red brown, light green, light blue and other light shades glazed tiles confirming to is : 13753 and is: 15622 of size 300mm x 200mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster on walls and piller) 22 internal plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished : 12 mm thick 23 external plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished : 20 mm thick 24 plaster(ceiling): 6 mm thick cement plaster to ceiling of mix 1:3(1 cement: 3 fine sand) 25 black board : plaster on new surface on wall in cement sand mortar 1:3 including raking of joints etc. complete fine finish: 12 mm thick 26 grading roof for water proofing treatment withwater proffing compound: cement concrete 1: 2: 4 (1 cement: 2 course sand: 4 greded stone aggregate 20 mm nominal size) 27 gola: providing gola 75mm x 75mm in cement concrete 1:2:4(1 cement: 2 coarse sand: 4 stoneaggregate 10 mm and down gauge) including finished with cement mortar 1:3(1 cement: 2 fine sand) as per standard design. 28 internal finishing: distempring with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding new work ( two or more coats ) over and including scrapping and priming coat with cement primer. 29 exterior finishing : finishing walls with acrylic smooth exterior paint of rquired shade including all scaffolding .new work ( two or more coat applied @ 1.67 /lit/10 sqm. ) 30 putty: providing and applying white based cement putty over plastered surface to prepare the surface even and smooth complete. 31 painting on doors, windows & ramp raling : painting with syntheitic enamel paint of approved brand and manufacture in all shade to give an even shadenew steel work (2 or more coat on new work). 32 copping: cement concrete flooring 1:2:4 (1 cement: 2 course sand: 4 greded stone aggregate) finishing with a floating coat of neat cement including cement slurry, making of lines or groove etc. complete but excluding the cost of nosing of steps etc. complete : 40 mm thick with 20 mm thick nominal size aggregate. 33 for rain water p&f rigid pvc pipe (is:4985 mark) class ii/ (4 kg. /cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia 34 for rain water p&f rigid pvc pipe fittings (is: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: bend 87.5110mm dia 35 pipe clip110 mm dia 36 providing and laying factory made chamfered edge plastic coated designer cement concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method, to attain superior smooth finish using pu or equivalent moulds, laid in required grey/yellow/red or any other colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of engineer in charge: 37 providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to is : 13753 & is :15622 of size 200mm x 300mm in walls, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 38 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. 39 part c (sanitary item)provinding and fixing3 layer pp r (polyproylene random copolymer) pipes sdr 7.4 uv stabilized & antimicrobial fusion welded, having thermal stability for hot and cold water supply including all pp r plain and brass threaded polypropylene random fittings and fixing the pipe with clamps at 1.00 spacing. this includes testing of joint complete as per direction of engineer incharge.(internal work exposed on wall)pn 16 pipe, 25 mm od 40 provinding and fixing3 layer pp r (polyproylene random copolymer) pipes sdr 7.4 uv stabilized & antimicrobial fusion welded, having thermal stability for hot and cold water supply including all pp r plain and brass threaded polypropylene random fittings and fixing the pipe with clamps at 1.00 spacing. this includes testing of joint complete as per direction of engineer incharge.(internal work exposed on wall)pn 16 pipe, 16 mm od 41 p & f squatting pan ( indian type ) white glaze viterous china 1st quality w.c. pan ( is: 2556 mark) with 100 mm viterous chinap or s trap including cutting & making good the wall & loor (excluding a pair of foot rest ) size 510 mm 42 p & f wvc wash basin (1st quality, i.s. : 2556 mark) of approved make with c.i. brackets duly painted, 1 no. 15 mm c.p. pillar cock (is : 8934 mark) & 32 mm c.p. brass waste coupling of approved make,25 mm g.i. waste pipe complete including cutting & making good the wall.: 450 x 300 mm 43 p & f bib cock (is : 8931 mark) superior quality of approved make.c.p. brass 400 gm, 15 mm nominal bore. 44 p & f inlet connection (angle valves) superior quality of approved make c.p. intel connection 15 mmbrass(is : 8931) 45 p&f rigid pvc pipe (is:4985 mark) class ii/ (4 kg. /cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia 46 p& f waste coulping with fittings of approved quality /make:c.p. brass 40 mm dia 47 p& f waste pipe with all fittings of approved quality /make: p.v.c. with c.p. nut 40 mm dia 48 p&f rigid pvc pipe fittings (is: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: bend 87.5110mm dia 49 pipe clip110 mm dia 50 p&f rigid pvc pipe fittings (is: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant plain floor trap 110 mm dia 51 p&f rigid pvc pipe fittings (is: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant p trap 110 mm dia 52 p&f rigid pvc pipe fittings (is: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant vent cowel 110 mm dia 53 p & f ist quality wvc urinal ( is:2556 mark) with 25mm dia g.i waste pipe dome couplings, concealed iron brackets or screws etc. complete. 54 s/f rccmain hole covers with frame of approved make (light duty) size 450x450 mm 55 p/f grating of approved quality stainiese steet sheet size 125 mm dia 56 construction of soakage well in alltypes of soil of approved drawing , top 90 cm portion in 450 mm thick with cement mortar 1:6 80 mm stone slab coveringjointing of slab in cm 1 : 3, ralthal, kharanja, 40 mm thick m 15 grade c.c. flooring earthwork etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr.inner dia 90 cm & 10 to 12 m deep 57 construction of chamber in all types of soil with 300 mm thick masnory in cm. 1 : 6, 100 mm thick c.c. 1 : 5 : 10 in foundation , 20 mm thick inside plaster in cm 1 : 6, finished with floating neat cement 50 mm thick m 15 grade c.c. flooring earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.inside size 300 x 300 mm depth upto 0.5 m & 5 kg ci cover with frame. 58 p & f ball cock (is : 1703 mark) with rod & p.v.c. ball complete.brass wt. 400 gm, 15 mm 59 p & f 15 mm dia connection pipe of approved quality make pvc pipes with nuts 450 mm. 60 p & f stop cock (is:8931 mark),superior quality and of approved mark: brass 400 gm. 15 mm nominal bore 61 p&f gi pipes (external work) with gi fittings excluding union (si: 1239 mark) including trenching and refilling each etc. 15 mm dia nominal bore b class 62 p & f pvc storage tank isi marked ( is: 12701) indicating the bis license no. of approved make with cover, 25mm dia 1 m long g.i. overflow pipe & 25 cm longwash out pipe with plug & socket including making connection etc. complete of approved design 500 litres capacity 63 wiring of light point/fan point/exhaust fan point/ call bell point with 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper conductor 1.1 kv grade and 1.5 sq. mm nominal size fr pvcinsulated unsheathed flexible copper earth conductor 1.1 kv grade (is: 694) of approved make group 2 light point short point (up to 3 mtr.) 64 medium point (up to 6 mtr) 65 long point (up to 10 mtr) 66 fan point short point (up to 3 mtr.) 67 fan point medium point (up to 6 mtr) 68 long point (up to 10 mtr) 69 wiring of 3 pin 5 amp. light plug point with 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper conductor 1.1 kv grade and 1.5 sq. mm nominal size fr pvcinsulated unsheathed flexible copper earth conductor 1.1 kv grade (is: 694) of approved make in surface/reces group on board 70 s & f follwing sizes (dia.) of isi marked medium duty pvc conduit along with accessories in surface/ recessed using clamps, fastener as required including cutting the wall , covering conduit with wire mess and making good the same as required. group 225 mm dia 71 supplying and drawing fr pvc insulated & unsheathed flexible copper conductor isi marked (is:694) of 1.1 kv grade and approved make in existing surface ofr necessed conduit/ casting capping including making connections etc. as required. group 2 (1 x 1.5 sq. mm) 72 2 x 1.5 sq. mm 73 2 x 2.5 sq. mm 74 p & f 240/415 v mcb of breaking capacity not less than 10 ka (b/c/d tripping characteristic) isi marked is 8828 (1996)/conforming to iec 60898 in existing board/ sheets including making connections with lugs, testing etc. as required. group 2 6 a to 32 a rating 75 p & f recessed/ surface mounting heavy duty horizontal type sheet steel distribution board phophatised/ powder painted complete with 100 amp copper copper bus bar, shorting link, neutral, earth link and din bar, conforming to is 13032 & is 8623 including making internal db termination with copper lux, testing etc. as reqd. . group 2single door(single phase) 8 way 76 p & f strip fluorscent tube fitting fabricated from (crca sheet and finished with powder coating/stove enamelled non corrosive uv resist ep channel)complete with accessories(low loss copperchoke, starter, starter seat)/electronic choke with terminal block duely prewired with copper conducter including making connection, testing etc. as required(without tube)1x36 watts with occb. group 2 77 p & f fluorscent tube rod in existing fixtures as required, minimum 3 star rating,36/40 watts 78 p/i aying pvc insulated & pvc sheathed cable of 1.1 kv grade with aluminium conductor of is:1554 p i of groups of approved make in ground as per is:1255 including excavation of 30cm x 75cm size trench, 25cm thick under layer of sand, iind class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size 6 sqmm, 4 core arm 79 p & f star rated double ball beari;ng capacitor start, aluminium bodyand blade ceiling fan with down rod upto 30 cm with 3x1.5 sqmm pvc insulated flexible copper conductor making connection testing etc as required.1200 mm sweep 3 star rated 80 p & f is:371 marked 6 amp suffacetype celling roseinculuding making commection testing etc. grup 2 (e071400) 81 p & f isi marked 6 amp bakelite batten/ angle holder including making connextion testing etc as required 82 p & f 18 swg ms recessed fan box, hexagonal/round of size 130mm dia, depth 75 mm , 12mm dia rad fan hookwith 100mm length extended on eeach side. gourp 1 83 p & f 18 swg sheet steel boxes duly finisded with two coats of red oxide and with earthing terminal of following sizes (nominal size) on surfacae or in recessed as required. 175 mmx 100 mmx60 mm 84 p & f paper phenolic resin bonded laminates confirming to is: 2036 1995 for boxes/frames including making holes for switches etc with brass screws washers/zink plated nut and bolts as required with 3mm thick ...

Rajasthan State Agricultural Marketing Board - Rajasthan

36057407 various construction work package 01/2022 23 mandi yard balotra 1. repair of damaged boundary wall at main mandi yard balotra random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in: cement mortar 1:6 ( 1 cement : 6 sand). 66.00 cum 2838.00 p.cum 187308.00 2 random rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in cm 1 : 6 : 195.00 cum. 3479.00 p.cum. 678405.00 3 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 25 mm thick. 1211.00 sqm. 211.00 p.sqm. 255521.00 4 painting exterior surface of wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect including scaffolding and safety provision new work 1211.00 sqm. 123.00 p.sqm. 148953.00 5 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 75mm thick with 20mm thick nominal size aggregate. 120.00 sqm. 458.00 p.sqm. 54960.00 6 2. water supply arrangement for office building & staff qtr. main mandi yard balotra p & f g.i. pipes (external work) with g.i. fittings excluding union (is : 1239 mark) including trenching & refilling earth etc. 25mm dia nominal bore b class ...

Rajasthan Cooperative Dairy Federation Limited - Rajasthan

34974235 various civil work and sheet replacement at cfp bikaner 1 demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meter lead as per direction on engineering in charge.in cement mortar 2 demolishing r.c.c. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50mtr. lead as per direction of engineering in charge. 3 dismantling doors, windows, clear storey windows steel or wood shutter icluding chowkhats and holdfasts etc. complete and stacking within 50 meters lead: of area exceeding 3 square meter. 4 demolishing cement concrete manually / by mechanical means including disposal of material within 50 meters lead as per direction of engineer in charge. 1:3:6 or richer mix. 5 dismantling roofing including ridges, hips, valleys and rafters etc. and stacking the within 50 meter lead of :asbestos sheet. 6 surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead upto 50mtr. and lift upto 1.5mtr. all kind of soil. 7 earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 mr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter. all kinds of soil. 8 providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering all up to plinth level. 9 1:4:8 ( 1cement :4 course sand :8 graded stone aggregate 40 mm nominal size. 10 m20 grade nominal mix1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size ) 11 providing and laying in position specified grade of cement concrete cum for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar1:3 ( 1 cement: 3 coarse sand ) and making good the joints and cost of plastizers ( if required ) excluding the cost of centering, shuttering and reinforcement.m20 orade nominal mix / desion mix 12 providing and laying in position specified grade of cement concrete cum for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 ( i cement: 3 coarse sand ) and making good the joints and cost of plastizers ( if required ) excluding the cost of centering, shuttering and reinforcement for walls ( any thickness ) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.m20 grade nominal mix / design mix 13 providing and laying in position specified grade of cement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 ( i cement: 3 coarse sand ) and making good the joints and cost of plastizers ( if required ) excluding the cost of centering, shuttering and reinforcement for beams, suspended floors, roofs, griders having slopes up to 15°, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.m20 grade nominal mix / design mix 14 providing and fabricating reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding ( including cost of binding wire ) all complete up to floor five level.thermo mechanically treated bars ( conforming of relevent is code ) 15 centering and shuttering with plywood or steel sheets including sqm. strutting, propping bracing both ways and removal of formwork for foundation, footings, strap beam, raft, bases of columns etc. 16 centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : 17 walls ( any thickness ) including attached pilasters. buttresses sqm plinth and string. 18 suspended floors. roofs, landings, staircases. balconies, girders, sqm cantilevers. bands, coping bed plates, anchor blocks.sills.chhaijas, lintel, beam. plinth beam etc. 19 columns, pillars, posts and struts etc. 20 add extra for shuttering in circular work ( in respective centering and sqm shuttering items ) 21 random rubble stone masonry with hard stone for foundation and plinth in cement sand mortar above 30cm thick wall in:cement mortar 1:4 ( 1 cement : 4 sand ) . 22 brick work with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 in superstructure above plinth level upto floor five level in all shapes and sizes in :cement mortar 1: 4 ( 1 cement : 4 coarse sand ) . 23 half brick masonry with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 in superstructure, above plinth level upto floor five level .cement mortar 1 : 4 ( 1 cement : 4 coarse sand ) 24 grading roof for water proofing treatment with water proffing compound cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size ) 25 providing gola 75x75 mm in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge ) including finishing with cement mortar 1:3 ( 1 cement : 3 fine sand ) as per standard design : 26 providing and fixing up to floor five level pre cast cement concrete string or lacing courses, copings, bed plates, anchor blocks, windows sills, shelves, louvers steps, staircases, etc. including carriage, hoisting and setting in position with cementmortar 1:3 ( 1 cement: 3 coarse sand ) cost of requiredcentering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 ( 1 cement :3 fine sand on exposed surface, including all t & p, curing etc. complete: m15 grade nominal mix1: 2: 4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) . 27 plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish:. 28 25 mm thick. 29 20 mm thick. 30 12 mm thick. 31 6mm cement plaster to ceiling of mix 1:3 ( 1cement : 3 fine sand ) 32 making grooves as per design in plaster 10mm to 20mm wide. 33 providing & applying white cement based putty over plastered surface to prepare the surface even and smooth complete. 34 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:two or more coats on new work including preparation of base with primer, putty, lippy complete in all respect 35 structural steel work riveted. bolted or welded in built up sections. trusses and framed work. including cutting. hoisting ( height upto 10 m ) . fixing in position and applying a priming coat of approved steel primer all complete: 36 painting with enamel paint of approved brand and manufacture to give an even shade:two or more coats on new work. 37 steel work in built up tubular trusses including cutting. hoisting ( height upto 10 m ) fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.hot finished seamless type tubes. 38 finishing walls with water proofing cement paint of required shade including all scaffolding. :new work ( two or more coats applied @, 3.84 kg / 10 sqm ) . 39 cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate ) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.75mm thick with 20mm thick nominal size aggregate. 40 finishing with neat cement ( punning ) 41 random rubble dry stone kharanja 42 kota stone slab flooring 25 mm thick over 20 mm ( average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1: 4 ( 1 cement : 4 coarse sand ) for area of each slab from 2001 to 5000 sq.cm 43 kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm ( average ) thick cement mortar 1:3 ( 1 cement 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and dolishing complete.for area of each slab from 2001 to 5000 sqcm 44 providing and fixing granite stone slab mirror polished and machine edge cut in walls. pillars. steps. shelves, sills counters.floors etc. laid on 12mm ( av. ) thick base of cement mortar 1:3 ( 1cement: 3 coarse sand ) jointing with white cement mortar 1:2 ( white cement: 2 marble dust ) with pigment to match the shade of the marble slab including grinding, rubbing and polishing comnlete.above 3601 cm slabs 45 providing and fixing external grade board solid core single / double leaf flush door shutters is: 2202 ( part il ) 1996 marked using phenol formal dehyderesin in glue both sides with approved stainless steel fittings complete as per annexure a30 mm thick.commercial veneer both side 46 providing and fixing t iron frames for doors, windows and ventilators of mild steel tee sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cmof 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) or with wooden plugs and screws or rawl plugsand screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 47 providing and fixing steel glazed doors, windows and ventilators shutters of standard rolled steel section joint mitred and welded with steel 13x3 mm lugs 10 cm. longembebbed in cement concrete blocks 15x10x10 cm. of1:3:6: ( 1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size ) or with wooden plugs and screws or rawl plugs and screwa or with fixing clips or with bolts and nuts as required, including providing and fixing of plan glass panes 4mm thick with copper glazing clips and special metal sash putty of approved make, or metal beading with screw complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittingd except neccessary hinges of povits steel handles and peg stay etc. as required. is 1038 1983.partially fixed and partially openable fixed area not exceed 33% 48 providing & fixing fly proof wire gaugze to window, clearstory window & doors with m.s. flat 15x3 mm and nuts & bolts complete. stainless steel ( grade 304 ) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both side. 49 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 including jointing with seal ring conformining to is : 5382 leaving 10 mm gap for thermal expansion. ( i ) single socketed pipes.110mm type a 50 providing and fixing on wall face unplasticised pvc moulded fitting / accessories for unplasticised rigid pvc conforming to is : 13592 including jointing with seal ring conformining to is : 5382 leaving 10 mm gap for thermal expansion.110mmtype a 51 coupler 52 single bend with door 87.1 / 2 53 pipe clip 54 nahni trap 100x75 mm with cp jali 55 vent cowel 56 providing and laying factory made chamfered edge plastic coated designer cement concrete paver blocks of required strength, thickness & size / shape, made by table vibratory method, to attainsuperior smooth finish using pu or equivalent moulds, laid in required grey / yellow / red or any other colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per manufacturers specifications & direction of engineer in charge:80 mm thick c.c. paver block of m 30 grade with approved color design and pattern. 57 p & f 1st quality vitrifiedtiles on floor, skirting and steps etc.in different sizes ( thickness to be specified by manufactuer ) with water absortion less than 0.08% and conforming to is 15622 of approved make in all colour and shade, laid with 20 mm thick cm 1 : 4 including grounting the joints with white cement and matching pigment etc complete.size 600 mm x 600 mm 58 providing and fixing 1st quality mat finished ceremic tile size 300x300mm confirming to is : 13755 and is : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete ( including the cost ofcementmortar bed 1:4 ) . 59 providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to is : 13753 & is :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to matchthe shade of the tile complete ( excluding the cost of cement plaster on walls and pillar ) . 60 extra for using greater size above 200x300mm in glazed tiles and for using 300mm x 450mm. 61 providing & fixing square bars of other flat welded to window, ventilator etc....

All India Radio - Rajasthan

34854084 annual repair and maintenance of staff quarter of air bikaner during the year 2022 23 sh: providing cement concrete flooring of two rooms and granite of kitchen platform and distempering work of staff quarter c 11 misc works....

Department Of Local Bodies - Rajasthan

33668925 unit rate work as per requirement in municipal area. 1 dismantling of existing structures like culverts, bridges, retaining walls, cc road and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by engineer.lime concrete, cement concrete grade m 10 ( 1:5:10 ) and below 1.1 cement concrete grade m 15 and above and pcc blocks 2 earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe / foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of engineer for following depths, below natural ground / road top level. n all types soils / saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.depth upto 1.5 m 3 earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per mort&h specification clause 301.in all type of soil 4 carriage of materials by mechanical transport including loading, unloading and stacking :: 5 providing and laying lean cement concrete 1:4:8 in sub base over a prepared sub grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600 1, cement content not to be less than 150 kg / cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. 6 providing and laying un reinforced, plain cement concrete mix with concrete mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to is: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion.pcc m 20 7 providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level :1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) 8 steel work welded in built up sections / framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as requiredin stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. 9 cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate ) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.75mm thick 10 brick work with modular bricks of class designation 75 in foundation and plinth in:cement mortar 1:6 ( 1 cement : 6 coarse sand ) . 11 random rubble masonry with hard stone in foundation and plinth :cement mortar 1:6 ( 1 cement : 6 coarse sand ) 12 cement plastering including t&p, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix :1:6 ( 1 cement : 6 fine / coarse sand ) 13 providing and fixing of precast concrete interlocking tiles of desired shape of m 30 grade manufactured from fully computerized automatic stationery hydraulic viebro pressed machine and fully computerized automatic batching plant of class a1 / a2 as per bs 6717:2001. the cc interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. laying procedure on compacted sub base as defined. complete job is to be executed as per the instruction of engineer incharge. the rates to be inclusive of all lead & lifts etc. complete as per specifications. tensile splitting strength, abrasion and braking load etc. as per bs 6717:2001, grey cement.80mm thick 14 stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 ( 1 cement : 6 coarse sand ) including pointing with cement mortar 1:2 ( 1 white cement : 2 stone dust ) with an admixture of pigment matching the stone shade :one face dressed.red sand stone 15 providing and laying reinforced cement concrete pipe np4 / prestrssed concrete pipe for culverts including jointing ends and fixing collar with cement mortar 1:2 complete as per clause 1000 & 2900 of mort&h specification including all material, labour form work, machinery.450 mm internal diameter 15.1 600 mm internal diameter 16 centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :foundations, footings, bases of columns, etc. for mass concrete ...

Department Of Local Bodies - Rajasthan

33667504 unit rate work as per requirement in municipal area. civil work 1 dismantling of existing structures like culverts, bridges, retaining walls, cc road and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by engineer.lime concrete, cement concrete grade m 10 (1:5:10) and below 1.1 cement concrete grade m 15 and above and pcc blocks 2 earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of engineer for following depths, below natural ground / road top level. n all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.depth upto 1.5 m 3 earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per mort&h specification clause 301.in all type of soil 4 carriage of materials by mechanical transport including loading, unloading and stacking :: 5 providing and laying lean cement concrete 1:4:8 in sub base over a prepared sub grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600 1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. 6 providing and laying un reinforced, plain cement concrete mix with concrete mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to is: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion.pcc m 20 7 providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 8 steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as requiredin stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. 9 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.75mm thick 10 brick work with modular bricks of class designation 75 in foundation and plinth in:cement mortar 1:6 (1 cement : 6 coarse sand). 11 random rubble masonry with hard stone in foundation and plinth :cement mortar 1:6 (1 cement : 6 coarse sand) 12 cement plastering including t&p, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix :1:6 (1 cement : 6 fine/ coarse sand) 13 providing and fixing of precast concrete interlocking tiles of desired shape of m 30 grade manufactured from fully computerized automatic stationery hydraulic viebro pressed machine and fully computerized automatic batching plant of class a1/a2 as per bs 6717:2001. the cc interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. laying procedure on compacted sub base as defined. complete job is to be executed as per the instruction of engineer incharge. the rates to be inclusive of all lead & lifts etc. complete as per specifications. tensile splitting strength, abrasion and braking load etc. as per bs 6717:2001, grey cement.80mm thick 14 stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :one face dressed.red sand stone 15 providing and laying reinforced cement concrete pipe np4/ prestrssed concrete pipe for culverts including jointing ends and fixing collar with cement mortar 1:2 complete as per clause 1000 & 2900 of mort&h specification including all material, labour form work, machinery.450 mm internal diameter 15.1 600 mm internal diameter 16 centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :foundations, footings, bases of columns, etc. for mass concrete ...

Rajasthan Rajya Vidhyut Utpadan Nigam Limited - Rajasthan

33141577 misc. works in effluent treatment plant etp area of ctpp misc. works in etp area of ctpp 60 mm thick cement concrete flooring with metallic concrete hardener topping, under layer of 42mm thick cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer of 18 mm thick metallic concrete harddner consisting of mix 1:2 (1 cement :2 stone aggregate, 6 mm nominal size) by volume & mixed with metallic hardening compound of approved quality @ 3 kg./sqm including cement slury, rounding off edges etc but excluding the cost of nosing of step etc complete sqm 500.00 425.00 212500.00 2 b 131/ 11.12.1 cement concrete pavement of required thickness with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) inlcuding finishing complete. cum 50.00 4182.00 209100.00 3 b 138/ 11.44 random rubble dry stone kharanja under floor cum 255.00 823.00 209865.00 4 b 19/ 4.1 providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1cement:3 coarse sand) and making good the joint and cost of plastizers (if required) excluding the cost of centering shuttring and reinforcement : m 20 grade nominal mix cum 60.00 4548.00 272880.00 5 b 14/ 3.2.3 p&l in position cement concrete includng curing compaction etc. complete in specified grade excluding the cost of centering and shuttering all works upto plinth level. m 10 grade nominal mix 1:3:6 (1 cement : 3 coarse sand: 6 graded stone aggregate 20mm nominal size). cum 60.00 3265.00 195900.00 6 b 34/ 5.23.2 flyash brick masonary with flyash bricks of class designation 75 in foundation and plinth : cement mortar 1:4 (1 cement:4 coarse sand) cum 30.00 3383.00 101490.00 7 b 144/ 12.9.2 plaster on new surface on walls in cement sand mortar 1:6 including racking of joints etc. complete fine finished 20mm thick. sqm 160.00 136.00 21760.00 8 b 138/ 11.45.1 providing and laying rr stone kharanja in cement mortar 1:6 in one course : 23 cm. thick sqm 1200.00 330.00 396000.00 9 4.12.4/ b 22 providing & fabricating reinforcement for rcc work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level: thermo mrchanically treated bars (conforming of relevent is code) ...

Public Works Department - Rajasthan

32968409 various maintenance work at vitta bhawan, jaipur for year 2022 23. ( sanitary work ) carriage of material building rubbish stone metal ( grit and ballast etc. ) including loading and unloadingfor 20 km. 2 demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of engineer in charge.1: 3: 6 or richer mix. 3 dismantling tile work in floors and roofs laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meter lead:for thickness of tiles 25mm to 40mm. 4 dismantling gi pipes ( external work ) including excavation and refilling trenches after taking out the pipes and including stacking of pipes within 50 meter lead:15mm to 40mm nominal bore. 5 making of hole ( width up to 150 mm ) in r.c.c. slab / wall / beams by power driven drilling machine complete as per direction of eiabove 150 mm thick 6 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. m15 grade nominal mix 1: 2: 4 ( 1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size ) . 7 providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls ( any thickness ) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering.m15 grade nominal mix 1: 2: 4 ( 1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size ) . 8 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. m10 grade nominal mix 1: 3: 6 ( 1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size ) . 9 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. 10 plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :25 mm thick 11 add extra for lead caulked joints ( is:782 1978 ) in sand cast iron pipes / spun 100mm dia, 0.98 kg. pig lead 12 labour charges for making connection of sewer line through main hole. 13 construction of manhole in all type of soil inner size 90 x 60 cm. 300 mm thick masonry in cm 1:6, 10 cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in cm 1:6, finished with floating neat cement, 50mm thick m 15 grade c.c. flooring, making channels, 80mm thick stone slab covering with 40mm thick m 15 grade c.c. flooring, cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead.depth up to 0.5 m 14 providing and fixing unplasticized poly vinyl chloride ( upvc ) swr pipes fittings type b for sciland waste discharge system ( is:13592 : 1992 marked ) of approved quality / make pipe clip 110mm dia 15 removing & re fixing of s.c.i. pipe and spun pipe with c.i.clip as per direction of engineer in charge of following diameters : 100mm dia 16 p & f square mouth gully trap `a` grade ( is 651 1992 :marked ) of approved make complete with c.i. grating, frame & cover masonary chamber in c.m. 1:6, 100mm thick c.c. 1:5:10 base concrete, 40mm thick c.c.m 15 grade coping, 12mm thick cement plaster in cm 1:3 complete as per approved design & type.trap size 225 x 150 mm, ferrow cement cover with frame internal chamber size 450 x 450mm. 17 providing & fixing premium qulaity wvc urinal with pvc waste pipe, dome couplings, concealed iron brackets or screws etc. complete. flat back ( large ) or half stall size 590x375x390 mm. 18 p & f indian type white glazed vitreous china 1st quality w.c. orissa pan ( is :2556 mark ) with 100 mm vitreous china p or s trap including cutting and making good the wall and floor: size 580x440mm. 19 p & f low level flushing cistern of 10 litres capacity ( is : 2556mark ) . of approved make with complete fittings c.i. brackets duly painted, brass ball cock with ball, ( is: 1703 mark ) complete including cutting and making good the wall:pvc withpvcbend and superior internal fittings 20 p & f flush pipe of approved make with complete fittings for high level flushing cistern:pvc exposed ( heavy ) 32mm. 21 p & f european type white glazed vitreous china 1st quality w.c pan ( is : 2556 mark ) with p or s trap including cutting and making good the wall and floor 22 providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to is : 13753 & is :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete ( excluding the cost of cement plaster on walls and pillar ) . 23 providing and fixing 1st quality mat finished ceremic tile size 300x300mm confirmingto is : 13755 and is : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete ( including the cost of cement mortar bed 1:4 ) . 24 p & f water closet seat covers with brass hinges complete :solid pvc ( is 2548 marked ) grade i white for ewc. 25 labour charges for removing w.c. pan ( any type ) of all sizes with care including all necessary fittings p or s trap. 26 extraforusingmarbleprinted / graniteshadeordarkshadetilesinsteadofwhite, grey, ivory, fumeredbrown, lightgreen, lightblueandotherlightshadesinglazedtiles 27 extraforusingmarbleprinted / graniteshadeordarkshadetilesinsteadofwhite, grey, ivory, fumeredbrown, lightgreen, lightblueandotherlightshadesinandmatfinishedtiles. 28 extraforusingsize above 200x300mm in glazed tiles 29 construction of cement concrete chamber 125mm dia on depressed floor upto 45cm height from floor with :c.p. brass grating 30 providing & fixing spun –centrifugally cast iron pipes ( is : 3989 mark ) of approved make in wall or in floor with m.s. holder bat clamps in 10 x 10 x10 cm. m 15 grade concrete blocks, joints filled with cm 1:4 with spun yarn including cutting holes and making good the wall: 100 mm dia 31 providing& fixing spun –centrifugally cast iron pipes fitting ( is : 3989 mark ) in cm 1:4 with spun yarn. 100 mm w / o door socket 32 providing& fixing spun –centrifugally cast iron pipes fitting ( is : 3989 mark ) in cm 1:4 with spun yarn. 100 mm w / o door d / door y tee 33 providing& fixing spun –centrifugally cast iron pipes fitting ( is : 3989 mark ) in cm 1:4 with spun yarn. 100 mm w / o door bend 34 providing& fixing spun –centrifugally cast iron pipes fitting ( is : 3989 mark ) in cm 1:4 with spun yarn. 100 mm w / o door cowel 35 providing& fixing spun –centrifugally cast iron pipes fitting ( is : 3989 mark ) in cm 1:4 with spun yarn. 100 mm w / o door tee 36 providing and fixing spun –cast iron floor trap ( nahani ) of ( is :3989 mark ) approved quality / make with socket down or hinged grating including cutting and making good the floor : size 100 x 100 mm 37 p& f waste pipe with all fitting.p.v.c with c.pnut 32 mm 38 p & f jet spray for water closet with c.p. copper tube flange of approved make. 39 p & f c.p. health faucet with 1mtr. long tube & hook of approved make and heavy as per direction of enginner in charge 40 p & f c.p. brass urinal spreader for large urinal of heavy duty of approved make as per direction of enginner in charge 41 providing & fixing premium qulaitywvc wash basin with c.i. brackets duly painted & 32 mm c.p. brass waste coupling of approved make with pvcwaste pipe complete. size 550 mm x 400 mm dia for counter top. 42 p & f g.i. pipes ( internal work ) with g.i. fittings excluding union ( is:1239 mark ) & ms clamps including cutting and making good the walls and floors: exposed on wall. 15 mm dia nominal bore.bclass 43 p & f g.i. pipes ( internal work ) with g.i. fittings excluding union ( is:1239 mark ) & ms clamps including cutting and making good the walls and floors: exposed on wall. 25 mm dia nominal bore.bclass 44 p & f g.i. pipes ( internal work ) with g.i. fittings excluding union ( is:1239 mark ) & ms clamps including cutting and making good the walls and floors: exposed on wall. 50 mm dia nominal bore.bclass 45 p & f full way valve ( is:778 mark ) or wheel valve of approved make : gun metal 15mm nominal bore. 46 p & f full way valve ( is:778 mark ) or wheel valve of approved make : gun metal 25mm nominal bore. 47 supply & fixing g.i. union isi marked in g.i. pipe line as required complete in all respect of size :15mm dia nominal bore 48 providing and fixingsuperior quality cp brassfittings of approved make as per direction of engineer in chargeswan neck pillar cock 15 mm nominal size 49 providing and fixingsuperior quality cp brassfittings of approved make as per direction of engineer in chargebib cock with long thread 15 mm nominal size 50 providing and fixingsuperior quality cp brassfittings of approved make as per direction of engineer in chargeangular stop cock with long thread 15 mm nominal size 51 p & f lst quality wvc urinal ( is:2556 mark ) with 25mm dia g.i. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete.flat back ( large ) or half stall size 610x400x80mm. 52 removing and re fixing of wash hand basin including all necessary fittings. 53 p & f wvc wash basin ( ist quality is:2556 mark ) of approved make with c.i. brackets duly painted 1 no. 15 mm c.p. pillar cock ( is:8934 mark ) & 32 mm c.p. brass waste coupling of approved make, p.v.c waste pipe with pvc nut 32 mm complete including cutting & making good the wall :size 550 mm x 400 mm 54 p & f wvc wash basin ( ist quality is:2556 mark ) of approved make with c.i. brackets duly painted 1 no. 15 mm c.p. pillar cock ( is:8934 mark ) & 32 mm c.p. brass waste coupling of approved make, p.v.c waste pipe with pvc nut 32 mm complete including cutting & making good the wall :size 630 mm x 500 mm dia for counter top 55 p& f waste coulping with fittings of approved quality / make: ss 125 mm 56 p & f bevelled edge mirror / mirror with teak wood lipping around of special glass of approved make as per direction of engineer in charge complete with 6mm thick commercial ply base fixed to wooden screws & washers. other sizes. 57 p & f looking mirrors with p.v.c. frame of approved make as per direction of engineer in charge. round 500mm dia 58 removing & re fixing of p.v.c. cistern fittings ( syphon, ball cock & handle set ) complete as per direction of enginner in charge 59 providing and fixing new spindle for bib cock / pillar cock for repairing purpose to solve leakage and proper functioning of tap. 60 p & f ball cock ( is :1703 mark ) with rod& p.v.c. ball complete : brass wt. not less than 300 gm, 15mm. 61 p & f inlet connection ( angle valves ) superior quality, of approved make, for wash basin, gyser etc.c.p. brass inlet connection 15mm.brass ( is : 8931 marked ) with 60 cm long thread and nut 62 p & f 15 mm. dia connection pipe of approved quality / make : pvc pipe withc.p. brass nuts upto length 450mm. 63 p & f 15 mm. dia connection pipe of approved quality / make : pvc pipe withc.p. brass nuts upto length 600mm. 64 p & f pvc storage tank isi marked ( is : 12701 ) indicating thebis license no ) , of approved make with cover, 25mm dia 1m long g.i. over flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 500 litres capacity. 65 p & f pvc storage tank isi marked ( is : 12701 ) indicating thebis license no ) , of approved make with cover, 25mm dia 1m long g.i. over flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 1000 litres capacity. 66 hoisting charges for each floor :for items 2.26.1 to 2.26.4 67 hoisting charges for each floor :for items 2.26.5 to 2.26.8 68 making connection of g.i. distribution branch with g.i. main including all fitting. upto 25mm dia 69 making connection of g.i. distribution branch with g.i. main including all fitting. beyond 25mm & upto 100mm dia 70 supply & fixing g.i. union isi marked in g.i. pipe line as required complete in all respect of size :25mm dia nominal bore 71 supply & fixing g.i. union isi marked in g.i. pipe line as required complete in all respect of size :50mm dia nominal bore 72 p & f bib cock ( is : 8931 mark ) , superior quality of approved make: c.p. brass bib cock, 15mm nominal bore. 73 p & f bib cock ( is : 8931 mark ) , superior quality of approved make: c. p. brass long nose, 15mm nominal bore weight not less than 810 gm 74 providing laying & jointing glazed s.w. pipes grade `a` ( is;651 marked ) of approved make with spun yarn & stiff mixture of cement mortar 1:1, excavation & refilling of earth in all types of soil upto 1.2m depth, s.w. fittings, including testing of joints etc, complete.150mm dia 75 p&f rigid pvc pipe ( is:4985 mark ) class ii / ( 4 kg. / cm2. ) approved quality / makeincluding joining the pipe with solvent cement rubber ring and lubricant.110 mm dia 76 p&f rigid pvc pipe fittings ( is: 4985 mark ) of approved quality / make including joining the pipe with solvent cement rubber ring and lubricant: coupler ( socket ) 110mm dia 77 p&f rigid pvc pipe fittings ( is: 4985 mark ) of approved quality / make including joining the pipe with solvent cement rubber ring and lubricant: pipe clip 110mm dia 78 p&f rigid pvc pipe fittings ( is: 4985 mark ) of approved quality / make including joining the pipe with solvent cement rubber ring and lubricant: door tee 110mm dia 79 p&f rigid pvc pipe fittings ( is: 4985 mark ) of approved quality / make including joining the pipe with solvent cement rubber ring and lubricant: bend 87 .5 110mm dia 80 construction of chamber in all type of soil with 300 mm thick masonry in cm 1:6 m, 10 cm thick c.c. 1:5:10 in foundation, 20mm thick insider plaster in cm 1:6, finished with floating neat cement, 50mm thick m 15 grade c.c. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.inside size 600 x 450mm depth upto 0.5 m cement cover with frame. 81 providing & laying c.c. 1:5:10 ( stone aggregate 40mm nominal size ) upto haunches of s.w. pipes including 150 mm thick bed concrete ( width w= dia of pipe in cm+ 30cm. ) concrete width to be reduced from width w at center of pipe to `0` at top of pipe. ( excluding cost of pipe ) 150mm dia s.w. pipe 82 brick work with f.p.s. bricks of class designation 75 in superstructure above plinth level upto floor v level in all shapes and sizes in :cement mortar 1 : 6 ( 1 cement : 6 coarse sand ) 83 half brick masonry in superstructure , above plinth level upto floor vlevelusing bricks of designation 75 cement mortar 1 : 3 ( 1 cement : 3 coarse sand ) 84 filling of sunk portion of roof with earthen pots of required height including filling voids with 1:3:6 light concrete, using brick batscomplete levelling and dressing the surface by 50mm thick cement concrete 1:2:4 as per specification. 85 cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate ) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.75mmthickwith20mmthicknominalsizeaggregate....

Urban Improvement Trust - Rajasthan

32830880 various civil work and repairing work in sub div i of div. ii a area. ( arc ) civil works earth work in excavation by mechanical means (hydraulic excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.all kinds of soils 2 earth work in excavation by mechanical means (hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed: all kinds of soil 3 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. m10 grade nominal mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). 4 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level.m20 grade nominal mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size). 5 random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in:cement mortar 1:6 ( 1 cement : 6 sand). 6 providing and laying damp proof course with cement concrete grade m 150 (1 : 2 : 4) mortar prepared with 1% solution of water proof compound complete as per specification . 50mm thick. 7 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. 8 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 50mmthickwith20mmthicknominalsizeaggregate. 9 centering and shuttering with plywood or steel plate including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 10 providing and laying in position specified grade ofcement concrete forall rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix 11 providing and fabricating reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. 12 m 40,80mm thick to be used in medium traffic (medium trafficis defind as a daily traffic of 150 450 commercial vehicles exceeding 30 kn laden weight , or an equivalent of 0.5 to 2.0 msa for a design life of 20years) like city streets, small and medium market roads, low volume roads ,ytility cuts on arterial roads, etc. category bdenated only two side like i,z,t shape etc. as per irc sp 63:2004 13 add extra over rates of 1a to e, if colored paver blocks are used 14 supply & stacking good soil of earth at site complete including loading unloading & transportation etc. good soil of earth 15 spreading of manure and good earth in required thickness (cost of manure and good earth to be paid separately). 16 s & fcc 1:2:4 (m15) precast kerb on dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing, earthwork, painting and jointing with cement mortar 1:4 of size.15 × 40 cm 17 polished blue kota stone flooring skirting, laid over 20 mm thick base of c.m. 1 : 4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete :for area of each slab from 2001 to 5000 sq.cm : 25 mm thick slab. 18 rough chisel dressed stone flooring over 20 mm (av.) thick base in cm 1 : 6 including pointing with cement mortar 1 : 2 (1 cement : 2 stone dust) with and admixture of pigment to match the shade of stone with joint thickness upto 15 mm : 35 mm thick red sand stone. 19 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 20 add extra if square, rectangular hollow tubular sections are used. 21 painting with synthetic enamel paint of approved brand and manufacture togive an even shade : two or more coats on new work 22 painting with synthetic enamel paint of approved brand and manufacture togive an even shade : one or more coats on old work. 23 finishing wall with water proofing cement paint of approved brand and manufacture and or required shadetogive an even shade including all scaffolding: on new surface. 24 finishing wall with water proofing cement paint of approved brand and manufacture and or required shadetogive an even shade including all scaffolding: on old surface. 25 providing stone slab covering over drains including filling of joints in cement sand mortar 1 : 3 with 35 mm thick cement concrete flooring 1 : 2 : 4 mix complete with good finish with : stone slab 40 to 50 mm thick average. 26 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. m20 grade nominal mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size). 27 flyash brick masonry with flyash bricks of class designation 75infoundation and plinth. cement mortar 1 : 6 (1 cement : 6 coarse sand) 28 flyash flyash brick work with flyash flyash bricks of class designation 75 in superstructure above plinth level upto floor three level in all shapes and sizes in :cement mortar 1 : 6 (1 cement : 6 coarse sand) 29 chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles includingrubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) light shade using shade cement. 30 p&f rigid pvc pipe (is:4985 mark) class ii/ (4 kg. /cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia 31 providing and laying reinforced cement concrete pipes np 3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (morth specification : clause 1000/2900). 32 300 mm dia 33 600 mm dia 34 providing and fixing 15 to 20 mm thick granite stone slab mirror polished and machine edge cut in walls, pillars, steps, shelves, sills counters, floors etc. laid on 12 mm (av.) thick base of cement mortar 1 : 3 (1 cement : 3 coarse sand) jointing with white cement mortar 1 : 2 (1 white cement : 2 marble dust) with pigment to match the shade of the granite slab complete including rubbing and polishing of :jhansi (red/chocolate colour) above 3601 cm2 slabs 35 transportation of excavated of earth from site including loading unloading etc. complete with all lead and lift. lead upto 5 km. 36 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade : two or more coats on new work including preparation of base with primer, putty, lippy complete in all respect. 37 painting exterior surface ofwallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty,etc complete in all respect. new work 38 providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete 39 providing, laying and spreading of granular sub base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per morth specification : clause no. 401. grading iii 40 p & f stone cladding / flooring works dressed bansi paharpur stone 25mm thick in traditional style used in cladding/flooring with pattern over 25 to 50 mm thick base in cm 1:6 including pointing with cement mortar 1:2 (cement : 2 stone dust) matche the shade of stone with joint thickness upto 1.5mm as per direction of engineer in charge. 41 single piece of stone element with carving work in bansi paharpur stone includes stone pillar, stone base, todies and thabi etc carving work as per direction of engineer in charge 42 providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to is : 13753 & is :15622 of size 300mm x 450mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 43 providing and fixing 1st quality mat finished ceremic tile size 300x300mm confirmingto is : 13755 and is : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). 44 p/laying p.v.c./ xlpe insulated & p.v.c. sheathed cable of 1.1 kv grade with aluminium conductor of is:1554 p i / is :7098 p i of group 1 of approved makein ground as per is:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand,iind class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. 4.0 sq.mm 4 core 45 p/laying p.v.c./ xlpe insulated & p.v.c. sheathed cable of 1.1 kv grade with aluminium conductor of is:1554 p i / is :7098 p i of group 1 of approved makein ground as per is:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand,iind class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. 6.0 sq.mm 4 core 46 p&f strip type fluorescent tube fitting fabricated from (crca) sheet and finished with powder coating/stove enamelled paint/ (extruded non corrosive uv resist ep channel) complete with accessories like (occb, starter, starter seat) / eb, rotor holder, terminal block duly prewired with copper conductor including making connection, testing etc. as required. (without tube) 1×36 watts with occb, group i 47 p&f fluorescent tube rod in existing fixtures as required. fluorescent powder coated 36/40 watts, group ii 48 p & f double ball bearing capacitor start, aluminium body & blade ceilingfanwith down rod up to 30 cm with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required.1200 mm sweep.group i 49 providing and fixingaluminum workfor doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate z sections and other sections of approved make conforming to is :733 and is :1285,fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required pvc/neoprene felt etc. aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle aluminium snap beading for glazing /paneling , c.p. brass/ stainless steel screws al. tower bolt & al. handle & al. aldrop etc.,all complete as per architectural drawings and thedirections of engineer in – charge .(glazing and paneling to be paid for separately). anodised aluminum (anodised transparent 81 dyed to required shade according to is : 1868. (minimum anodic coating of grade ac 15, anodizing to be got done from approved anodizer) for fixed portion 50 for shutters builtup standard tubular sections of openable doors ,windows & ventilators including providing & fixing hinges / rollers etc. and making provision for fixing of fittings wherever required (lockes shall be paid for separately). anodised aluminum (anodised transparent 81 dyed to required shade according to is : 1868. (minimum anodic coating of grade ac 15, anodizing to be got done from approved anodizer) 51 providing and fixing 12 mm thick prelaminated three layer medium density (exterior grade ) particle board grade i, type ii conforming to is : 12823 bonded formaldehyde synthetic resin ,of approved brand and manufacture in paneling fixed in aluminium doors ,windows shutters and partition frames with c.p. brass / stainless steel screws etc. complete as per architectural drawings and direction of engineer in charge. prelaminated particle board with decorative lamination on both sides. 52 providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with pvs / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer in charge.(cost of aluminium snap beading shall be paid in basicitem.) with glass panes of 4.0 mm thickness ( weight not less than 10.0 kg/sqm) as per is : 2835. 53 providing and fixing expanded grill made of aluminum as per design and drawing having members section of size 7.5mm x 6.0mm and opening of size 102mm x 99mm to aluminum window/vent with required screws, y and h aluminium sec (as per drawing) at the ends and middle joints respectively complete in all respect as per direction of engineer in charge. anodised aluminum (anodised transparent 81 dyed to required shade according to is : 1868. (minimum anodic coating of grade ac 15, anodizing to be got done from approved anodizer) 54 providing and fixing external grade board solid core single leaf flush door shutters isi 2202 67 marked using phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure a:30 mm thick commercial veneer both side 55 providing& fixing door, window, chowkhats and other frames, including antitermite treatment, m.s. flat, hold fasts of size 250 x 40 x 3mm fixed with m.s. bolt 5mm dia 50mm long duly embedded in cement concrete m 15 grade : sal wood grade i. 56 wiring of twin control light /fan / call bell point with 1.5 sq. mm nominal size fr pvc insulated unshethed flexible copper conductor 1.1 kv grade and 1.5 sq. mm nominal size fr pvc insulated unslated unsheathed flexible copper earth conductor 1.1 kv grade (is:694) of approved make in surface / recessed isi marked mms (is:9537 p iii) pvc conduit & its accessories, round tles, 18 swg m.s. box with earth terminal, screwless cage connectors for neutral looping in switch board & false ceiling point, 6 a two way switch, 3.0 mm thick isi marked phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required. short point (up to 3 mtr.) 57 (a) short point (up to 3mtr) 58 (b) medium point (up to 6mtr) 59 ( c ) long point (up to 10mtr) 60 wiring of 3 pin 5 amp. light plug point with 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper conductor 1.1 kv grade and 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper earth conductor 1.1 kg grade (is:694) of approved make in surface/ recessed isi marked medium duty pvc conduit & its accessories, hot dipped galvanized m.s modular box with earth terminal, screwless cage connectors for neutral looping in switch board , 6 a modular switch, 6 a modular socket, modular plate with grid plate, screws, making connections, testing etc. as required. on board 61 supplying and drawing fr pvc insulated & unsheathed flexible copper conductor isi marked (is:694) of 1.1 kv grade and approved make in existing surface or recessed conduit/casing capping including making connections etc. as required. 62 2 x 2.5 sq. mm + 1x1.5 sqmm 63 2 x 4.0 sq. mm + 1x1.5 sqmm 64 p & f following sizes (dia) of isi marked medium duty pvc coduit along with accessories in surface/ recessed using sadles, clamps, fastener, as required including cutting the wall and making good the same as required. group ii, 25 mm dia 65 s&f following sizesof isi marked ( is:14927 p ii ) pvc casing capping along with accessorieslike coupler, inner, outer, elbow, square box, tee etc. on surfacewith screws, expansionfastenersas required. 66 32 mm x 12 mm 67 50 mm x 20mm 68 cement concrete pavement of required thickness with 1:1.5:3 (1 cement:1.5 course sand : 3 graded stone aggregate 20 mm nominal size) including finishing complete. 69 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer in charge. 1: 3: 6 or richer mix. 70 demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge. in cement mortar. 71 cutting of construction joint/ longitudinal joint 4 to 6 mm. wideusing mechanical concrete cutter including cost of diamond bit cutting wheel and filling of bitumen sealingcompound in groove including cost of sealing compound.100 mm depth 72 repair to cement plaster in cement mortar 1 : 6 (1 cement : 6 fine sand) including removal of old plaster in regular shape and white or colour washing. 73 providing and fixing stone jali 40mm thick red/pink sand stone throughoutin cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali patterns to be cut square to jali slab without any chamfers etc: 74 supplying and fixing machine cut fine dressedred/pink sand stone dasa orcoping,with full moulding if required laid on cement mortar 1:4 including pointing with admixture of pigment matching with the stone shade. 25mm thick 75 half flyash brick masonry in superstructure , above plinth level upto floor three levelusing flyash bricks of designation 75 cement mortar 1 : 6 (1 cement : 6 coarse sand) 76 random rubble dry stone kharanja under floor. 77 surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 mtr. and lift up to 1.5 mtr.:all kinds of soil 78 filling in plinth with locally available river shingle under floors including watering ramming consolidating and dressing complete including cost of shingle sand. 79 filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 80 centering & shuttering with plywood or steel plate including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor three level for : walls (any thickness) including attached pilasters,buttressesplinthandstring course. 81 supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size. 82 50mm x 50mm x 3.15mm 83 providing stone slab covering over drains including filling of joints in cement sand mortar 1 : 3 with 35 mm thick cement concrete flooring 1 : 2 : 4 mix complete with good finish with :stone slab 100 to 150 mm thick average. 84 repair to stone masonary in cement sand mortar 1:6 with old and new stone. 85 repair to brick masonary in cement sand mortar 1:6 withnew brick. 86 filling expansion joint with bitumen filler in plain or reinforced cement concrete 25 mm width & 25 mm deep. 87 providing and laying water proofing treatment with thermalinsulation havingthickness of 2.5 3.0 mm over the existing r.c.c. roof by as per direction and satisfaction of engineer in charge and consisting of:(i) cleaning and washing of the existing roof including removing of loose material from the surface of cracks.(ii) widening and deepening of cracks to fill the approved crack filler as per direction of engineer in charge.(iii) application of one coat of approved sealing compound approved by engineer in charge with following specification or equivalent compound @ 0.17 litres per square meter with required brush as per direction of engineer in charge.(iv) application of the mesh approved by engineerin charge (made up of glass fiber , woven structure of leno make , reinforcing with alkali resistant coating having 10x10 mesh size, weight/sqm is 90gm to 120 gm and of 0.25 mm thickness including resin content (%) : 18% ) orequivalentand then application of coat of sealing compound approved by engineerin charge with specifications as narrated above ,without use of water @ 0.33 litre per square meter with brush and dryingof surface for24 hoursas perdirectionof engineerin charge. 88 providing and fixing aluminium composite panel ofapproved make 3mm thick with 0.5mm thick skin & pvdf coated approved shade for wall panelling. main framing work to be done using 50mmx25mmx1.6mm tubular section of approved make. stainless steel screw to be used to fix the acp panel to be fixed to the main frame with industrial adhesive tape and panel groove to be sealed with weather proof silicon sealant suitable for glass/aluminium etc. complete in all respect as approved by engineer in charge. 89 providing & fixing uv stabilised fiberglass reinforced plastic sheet roofing upto any pitch including fixing with polymer coated ‘j’ or ‘l’ hooks, bolts & nuts 8mm dia. g.i plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. the sheets shall be manufactured out of 2400 tex panel rovigs incorporating minimum 0.3% ultra voilet stabiliser in resin system under approximately 2400 psi and hot cured. they shall be of uniform pigmentation and thickness without air pockets and shall confoim to is 10192 and is 12866.the sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 90 5.0mm thick (wt. 8.4 kg./mtr. sq.) 91 random rubble stone masonry with hard stone in superstructure aboveplinth level and upto three levelabove 30cm. thick walls in : cement mortar 1:6 ( 1 cement : 6 sand). 92 providing and fixing marble stone flooring table rubbed, 15 18 mm thick over 20mm (av.) thick base of cm 1:4 (1 cement : 4 coarse sand) jointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. white marble : makrana adanga. 801 cm2 to 1500 cm2 tiles 93 p & f g.i. pipes (internal work) with g.i. fittings excluding union (is:1239 mark) & ms clamps including cutting and making good the walls and floors: exposed on wall 94 15 mm dia nominal bore b class 95 25 mm dia nominal bore a class 96 supplying and drawing fr pvc insulated & unsheathed flexible copper conductor isi marked (is:694) of 1.1 kv grade and approved make in existingsurface or recessed conduit/casing capping including making connections etc. as required. 97 4 x 10.0 sq.mm 98 4 x 16.0 sq.mm 99 sitc of 11 kv, 400/630 a, 20ka / 3 sec, out door,extensible type ring main unit (rmu) in suitable rcc foundation with 2 no. load break switch & 1 no. vcb / sf6 circuit breaker with over load, earth fault, short circuit relay, copper bus bar, earthing switch, mechanical on / off /earth indication, voltage presence indicator, ring core protection ct 2.5 va, 10p10 as per transformer rating, shunt trip coil, anti reflex operating handle, right angle boots etc. as required. 100 providing and fixing corrugated colour g.i sheet having thickness 0.50mm roofing fixed with g.i.j or l hooks bolts and nuts 8mm dia meetr with bitumen and g.i limpet washers or with g.i limpet washers filled with white lead and including over lapping of sheet complete ( upto a pitch of 60 degree) & excluding the cost of purlins rafters and trusses etc complete in all respect. 101 providing & fixing of hdpe pipe isi mark (is:4984/95) for water supply (suitable for submersible & jet pump) with required fittings 102 40 mm od6 kg / cm2 103 50 mm od6 kg / cm2 104 63 mm od6 kg / cm2 105 p/laying p.v.c./ xlpe insulated & p.v.c. sheathed cable of 1.1 kv grade with aluminium conductor of is:1554 p i / is :7098 p i of group 1 of approved makein ground as per is:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand,iind class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. 106 10.0 sq.mm 107 4 core 108 16.0 sq.mm 109 4 core 110 70.0 sq,mm 111 3.5 core 112 120.0 sq.mm 113 3.5 core 114 sitc of radial / mixed flow submersible motor pump sets isi marked (is:8034 1989) of approved make with required accessories including making connection suitable for t.w./ d.c.b./ open well. the job includes lowering ofriser pipe, g.i./h.d.p.e. pipe with rope, cables, installation of complete fitting and accessories, jointing of electrical cables up to switch board. all labour for testing of submersible pumps set and supply of water to water mains, complete in all respect.150 mm diameter submersible pump shall havefollowing hp rating, phase, head, minimum discharge respectively. 115 5.0 hp, 3 ø, (32 52)mtr, (400 167)lpm 116 7.5 hp, 3 ø, (45 73)mtr, (400 280)lpm 117 10.0 hp, 3 ø, (64 104)mtr, (400 167)lpm 118 construction of tube well upto 100 meter depth and above in all type of rocks by dth system and over burden, to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes, but excluding cost of casingpipes as per is : 2800 (part i & ii) 1979 specifications. the work would be completed after obtaining sand free water. the tube well should have a throughout bore as per nominal dia of casing pipe: 119 200 mm –do 120 supply of erw m.s. black casing pipe isi marked (is:4270/1992) of grade fe410 of following sizes at site of work. 121 nominal bore of pipe (mm) 200 122 testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per is: 2800 (part ii) 1979. 123 s & f tube well cover ofm.s.sheet (6mm thick) with nuts and bolts complete for casing size: 124 200mm dia 125 s & f m.s. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 126 installation of submersible motor pump set in tube well/open well complete ( labour charges only) including transportation of tripod, chain pulley block & any other material required for lowering purpose. 127 p/laying isi marked p.v.c. insulated submersible cable confirming to is:694 with flexible copper conductor including making connection etc. as required. 128 6.0 sq.mm 3 core flat / round 129 supplying and drawing fr pvc insulated & unsheathed flexible copper conductor isi marked (is:694) of 1.1 kv grade and approved make in existingsurface or recessed conduit/casing capping including making connections etc. as required. group 1 130 1 x 1.5 sq.mm 131 1 x 2.5 sq.mm 132 1 x 4.0 sq.mm 133 s&f following sizes (dia.) of isi marked medium duty pvc conduit along with accessories in surface / recessed using saddles, clamps, fastener as required includingcutting the wall, covering conduit and making good the same as required. group 1 134 25 mm 135 p&f 240/415 v ac mcb with positive isolation of breaking capacity not less than 10 ka (b/ c/ d tripping characteristic) isi marked is 8828(1996)]/ conforming to iec 60898 in existing board/sheets including making connections, testing etc. as required.single pole mcb , 6 a to 32 a rating group 1 136 p&f recessed/ surface mounting heavy duty horizontal type sheet steel distribution board phophatised/ powder painted complete with suitable rating insulated copper bus bar, shorting link , neutral link, earth link and din bar,masking sheet, conforming to is13032 & is8623 including making internal dbterminations with copper lugs , testing etc. as required. double door (three phase) 12 way group 1 137 p&f 240/415 v isolator conforming to is:13947 iii/ iec 60947 3 on existing board / sheet including making connections, testing etc. as required. four pole isolator 63 a rating group 1 138 providing and fixing corrugated colour g.i sheet having thickness 0.50mm roofing fixed with g.i.j or l hooks bolts and nuts 8mm dia meetr with bitumen and g.i limpet washers or with g.i limpet washers filled with white lead and including over lapping of sheet complete ( upto a pitch of 60 degree) & excluding the cost of purlins rafters and trusses etc complete in all respect. ...

Urban Improvement Trust - Rajasthan

32713522 various civil miscellaneous work in div. ii a ( arc ) civil works earth work in excavation by mechanical means (hydraulic excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.all kinds of soils 2 cement concrete pavement of required thickness with (b) 1:1.5:3 (1 cement:1.5 course sand : 3 graded stone aggregate 20 mm nominal size) including finishing complete. 3 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level.m10 grade nominal mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). 4 random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in:cement mortar 1:6 ( 1 cement : 6 sand). 5 random rubble stone masonry with hard stone in superstructure aboveplinth level and upto three levelabove 30cm. thick walls in :cement mortar 1:6 ( 1 cement : 6 sand). 6 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. 7 pointingonstonemasonryincementsandmortar 1:3 (1 cement : 3 sand) : flush / ruled/ struck or weathered pointing. 8 providing and laying damp proof course with cement concrete grade m 150 (1 : 2 : 4) mortar prepared with 1% solution of water proof compound complete as per specification .50mm thick. 9 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 50mmthickwith20mmthicknominalsizeaggregate. 10 providing and laying in position specified grade ofcement concrete forall rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. 20 grade nominal mix 11 providing and fabricating reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. hot rolled deformed bars (is : 1139). 12 centering and shuttering with plywood or steel plate including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 13 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 14 providing and fixing corrugated colour g.i sheet having thickness 0.50mm roofing fixed with g.i.j or l hooks bolts and nuts 8mm dia meetr with bitumen and g.i limpet washers or with g.i limpet washers filled with white lead and including over lapping of sheet complete ( upto a pitch of 60 degree) & excluding the cost of purlins rafters and trusses etc complete in all respect. 15 supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size. 16 50mm x 50mm x 3.15mm 17 providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete 18 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade : 19 one or more coats on old work. 20 painting with synthetic enamel paint of approved brand and manufacture togive an even shade : 21 one or more coats on old work. 22 two or more coats on new work 23 painting exterior surface ofwallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty,etc complete in all respect. 24 old work 25 new work 26 finishing wall with water proofing cement paint of approved brand and manufacture and or required shadetogive an even shade including all scaffolding: new work (two or more coats applied @ 3.84 kg/10 sqm). 27 old work (one or more coats). 28 clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 1000m from road boundary. (morth specification : clause 201). : in area of thorney jungle 29 centering & shuttering with plywood or steel plate including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor three level for : walls (any thickness) including attached pilasters,buttressesplinthandstring course. 30 m 40,80mm thick to be used in medium traffic (medium trafficis defind as a daily traffic of 150 450 commercial vehicles exceeding 30 kn laden weight , or an equivalent of 0.5 to 2.0 msa for a design life of 20years) like city streets, small and medium market roads, low volume roads ,ytility cuts on arterial roads, etc. : category bdenated only two side like i,z,t shape etc. as per irc sp 63:2004 31 add extra for coloued 32 random rubble dry stone kharanja under floor. 33 providing stone slab covering over drains including filling of joints in cement sand mortar 1 : 3 with 35 mm thick cement concrete flooring 1 : 2 : 4 mix complete with good finish with :stone slab 40 to 50 mm thick average. 34 transportation of excavatedearth from site including loading – unloading etc. complete with all lead and lift.(for 5 km lead) 35 providing and laying m30 grade controlled cement concretepavements including mixing and vibrations concrete with necessary needle vibrators and surface with screed board vibrating complete in all respect with 20/25 mm stone aggregate (crusher broken) including anti skid textured finish to required camber/ super lavation and grade including curing etc. as per specification with cement concrete m 30 grade including cost of steel frame work for sides of c.c. pavement consisting of m. s. channels flats and angles with required steel pegs ( some of them may left embedded in concrete/ including providing frame work 36 cutting of construction joint/ longitudinal joint 4 to 6 mm. wideusing mechanical concrete cutter including cost of diamond bit cutting wheel and filling of bitumen sealingcompound in groove including cost of sealing compound.100 mm depth 37 expansion joints raised type as per approved drawing. 38 providing and fixing 3 layer pp r (polypropylene random coplymer ) pipes sdr 7.4 uv stabilized and antimicrobial fusion welded, having thermal stability for hot & cold water supply including all pp r plain & brass threaded polypropylene random fittings and fixing the pipe with clamps at 1.00 spacing. this includes testing of joint complete as per direction of engineer in charge.( internal work exposed on wall) pn 16pipe, 20 mm od 39 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer in charge. 1: 3: 6 or richer mix. 40 demolishing r.c.c. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge. 41 demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge. in cement mortar. 42 demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge: in cement mortar. 43 dismantling doors, windows and clearstory windows steel or wood shutter including chowkhats and holdfasts etc. complete and stacking within 50 meters lead: of area exceeding 3 square meter. 44 taking out doors, windows and clearstory windows shutters (steel or wood) including stacking within 50 meters lead: of area exceeding 3 square meter. 45 dismantling wood work in frames, trusses, purlins andraftersupto10meterspanand5mheight including,levellingstackingthematerial within 50m lead: of sectional area 40 sq.cm and above 46 dismantling stone slab/ terrazo chip flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. 47 dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead. 48 dismantling chajja and shelves with care including making jhiries and making good : stone shelves. 49 repair to cement plaster in cement mortar 1 : 6 (1 cement : 6 fine sand) including removal of old plaster in regular shape and white or colour washing. 50 patch repair to cement concrete floor including digging out old floor in regular shape and removal of rubbish curing etc. complete in all respects. 51 making the opening inmasonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete to match existing surface i/c disposal of mulba/ rubbish to the nearest municipal dumping ground.for door/windows/clerestory windows 52 add extra item no. 13.15 for fixing of door / window frames (chowkhats or steel windows) in the opening including fixing hold fast in cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone grit 20 mm nominal grade) excluding the cost of frame or steel windows. 53 renewing glass panes, with putty and nails wherever necessary:float glass panes of thickness 4 mm 54 fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts embedding hold fasts in cement concrete blocks with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominaal size)painting two coats of coal tar to sides of chaukhats and making good the damages to walls and floors as required complete including disposal of rubbish to the dumping ground within 50 metres lead 55 door chowkhats 56 window chowkhats 57 providing and fixing double scaffolding system on the exterior side, upto five story made with 4 wodden member 1.5 m c/c horizontal and vertical direction joining with rassi, clamps, challies. the scaffolding system shall be stiffened with bracing, runner, connection of building if necessary with all essential safty features for the workmen etc complete as per direction of ei.the lavation area of the scaffolding shall be mearured for payment. the paeyment will be made once irrespective of duration of scaffolding.note : this item to be used for maintence work judically 58 repair of existing steel glazed doors, windows and ventilator, ms sheet door, garge doors, compound wall gates etc. by welding drilling complete include. cost of welding rods and hire charge of welding meachine and tp etc complete 59 providing and fixing fully panelled double leaf shutters for windows and ventilators as per approved design and drawings with approval steel fittings as per annexure a and width of styles, bottom and top rails 75 mm including beading of 25 mm x 15 mm size on both faces. 30 mm thick nigeria teak wood grade i 60 providing and fixing external grade board solid core single leaf flush door shutters isi 2202 67 marked using phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure a: 30 mm thick . decorative teak veneer both side 61 rough chisel dressed stone flooring over 20 mm (av.) thick base in cm 1 : 6 including pointing with cement mortar 1 : 2 (1 cement : 2 stone dust) with and admixture of pigment to match the shade of stone with joint thickness upto 15 mm :35 mm thick red sand stone. 62 providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to is : 13753 & is :15622 of size 300mm x 450mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 63 providing& fixing door, window, chowkhats and other frames, including antitermite treatment, m.s. flat, hold fasts of size 250 x 40 x 3mm fixed with m.s. bolt 5mm dia 50mm long duly embedded in cement concrete m 15 grade : sal wood grade i. ...

Urban Improvement Trust - Rajasthan

32265166 various civil work and repairing work in sub div i of div. ii a area. ( arc ) civil works earth work in excavation by mechanical means (hydraulic excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.all kinds of soils 2 earth work in excavation by mechanical means (hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed: all kinds of soil 3 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. m10 grade nominal mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). 4 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level.m20 grade nominal mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size). 5 random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in:cement mortar 1:6 ( 1 cement : 6 sand). 6 providing and laying damp proof course with cement concrete grade m 150 (1 : 2 : 4) mortar prepared with 1% solution of water proof compound complete as per specification . 50mm thick. 7 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. 8 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 50mmthickwith20mmthicknominalsizeaggregate. 9 centering and shuttering with plywood or steel plate including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 10 providing and laying in position specified grade ofcement concrete forall rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix 11 providing and fabricating reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. 12 m 40,80mm thick to be used in medium traffic (medium trafficis defind as a daily traffic of 150 450 commercial vehicles exceeding 30 kn laden weight , or an equivalent of 0.5 to 2.0 msa for a design life of 20years) like city streets, small and medium market roads, low volume roads ,ytility cuts on arterial roads, etc. category bdenated only two side like i,z,t shape etc. as per irc sp 63:2004 13 add extra over rates of 1a to e, if colored paver blocks are used 14 supply & stacking good soil of earth at site complete including loading unloading & transportation etc. good soil of earth 15 spreading of manure and good earth in required thickness (cost of manure and good earth to be paid separately). 16 s & fcc 1:2:4 (m15) precast kerb on dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing, earthwork, painting and jointing with cement mortar 1:4 of size.15 × 40 cm 17 polished blue kota stone flooring skirting, laid over 20 mm thick base of c.m. 1 : 4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete :for area of each slab from 2001 to 5000 sq.cm : 25 mm thick slab. 18 rough chisel dressed stone flooring over 20 mm (av.) thick base in cm 1 : 6 including pointing with cement mortar 1 : 2 (1 cement : 2 stone dust) with and admixture of pigment to match the shade of stone with joint thickness upto 15 mm : 35 mm thick red sand stone. 19 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 20 add extra if square, rectangular hollow tubular sections are used. 21 painting with synthetic enamel paint of approved brand and manufacture togive an even shade : two or more coats on new work 22 painting with synthetic enamel paint of approved brand and manufacture togive an even shade : one or more coats on old work. 23 finishing wall with water proofing cement paint of approved brand and manufacture and or required shadetogive an even shade including all scaffolding: on new surface. 24 finishing wall with water proofing cement paint of approved brand and manufacture and or required shadetogive an even shade including all scaffolding: on old surface. 25 providing stone slab covering over drains including filling of joints in cement sand mortar 1 : 3 with 35 mm thick cement concrete flooring 1 : 2 : 4 mix complete with good finish with : stone slab 40 to 50 mm thick average. 26 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. m20 grade nominal mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size). 27 flyash brick masonry with flyash bricks of class designation 75infoundation and plinth. cement mortar 1 : 6 (1 cement : 6 coarse sand) 28 flyash flyash brick work with flyash flyash bricks of class designation 75 in superstructure above plinth level upto floor three level in all shapes and sizes in :cement mortar 1 : 6 (1 cement : 6 coarse sand) 29 chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles includingrubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) light shade using shade cement. 30 p&f rigid pvc pipe (is:4985 mark) class ii/ (4 kg. /cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia 31 providing and laying reinforced cement concrete pipes np 3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (morth specification : clause 1000/2900). 32 300 mm dia 33 600 mm dia 34 providing and fixing 15 to 20 mm thick granite stone slab mirror polished and machine edge cut in walls, pillars, steps, shelves, sills counters, floors etc. laid on 12 mm (av.) thick base of cement mortar 1 : 3 (1 cement : 3 coarse sand) jointing with white cement mortar 1 : 2 (1 white cement : 2 marble dust) with pigment to match the shade of the granite slab complete including rubbing and polishing of :jhansi (red/chocolate colour) above 3601 cm2 slabs 35 transportation of excavated of earth from site including loading unloading etc. complete with all lead and lift. lead upto 5 km. 36 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade : two or more coats on new work including preparation of base with primer, putty, lippy complete in all respect. 37 painting exterior surface ofwallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty,etc complete in all respect. new work 38 providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete 39 providing, laying and spreading of granular sub base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per morth specification : clause no. 401. grading iii 40 p & f stone cladding / flooring works dressed bansi paharpur stone 25mm thick in traditional style used in cladding/flooring with pattern over 25 to 50 mm thick base in cm 1:6 including pointing with cement mortar 1:2 (cement : 2 stone dust) matche the shade of stone with joint thickness upto 1.5mm as per direction of engineer in charge. 41 single piece of stone element with carving work in bansi paharpur stone includes stone pillar, stone base, todies and thabi etc carving work as per direction of engineer in charge 42 providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to is : 13753 & is :15622 of size 300mm x 450mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 43 providing and fixing 1st quality mat finished ceremic tile size 300x300mm confirmingto is : 13755 and is : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). 44 p/laying p.v.c./ xlpe insulated & p.v.c. sheathed cable of 1.1 kv grade with aluminium conductor of is:1554 p i / is :7098 p i of group 1 of approved makein ground as per is:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand,iind class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. 4.0 sq.mm 4 core 45 p/laying p.v.c./ xlpe insulated & p.v.c. sheathed cable of 1.1 kv grade with aluminium conductor of is:1554 p i / is :7098 p i of group 1 of approved makein ground as per is:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand,iind class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. 6.0 sq.mm 4 core 46 p&f strip type fluorescent tube fitting fabricated from (crca) sheet and finished with powder coating/stove enamelled paint/ (extruded non corrosive uv resist ep channel) complete with accessories like (occb, starter, starter seat) / eb, rotor holder, terminal block duly prewired with copper conductor including making connection, testing etc. as required. (without tube) 1×36 watts with occb, group i 47 p&f fluorescent tube rod in existing fixtures as required. fluorescent powder coated 36/40 watts, group ii 48 p & f double ball bearing capacitor start, aluminium body & blade ceilingfanwith down rod up to 30 cm with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required.1200 mm sweep.group i 49 providing and fixingaluminum workfor doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate z sections and other sections of approved make conforming to is :733 and is :1285,fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required pvc/neoprene felt etc. aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle aluminium snap beading for glazing /paneling , c.p. brass/ stainless steel screws al. tower bolt & al. handle & al. aldrop etc.,all complete as per architectural drawings and thedirections of engineer in – charge .(glazing and paneling to be paid for separately). anodised aluminum (anodised transparent 81 dyed to required shade according to is : 1868. (minimum anodic coating of grade ac 15, anodizing to be got done from approved anodizer) for fixed portion 50 for shutters builtup standard tubular sections of openable doors ,windows & ventilators including providing & fixing hinges / rollers etc. and making provision for fixing of fittings wherever required (lockes shall be paid for separately). anodised aluminum (anodised transparent 81 dyed to required shade according to is : 1868. (minimum anodic coating of grade ac 15, anodizing to be got done from approved anodizer) 51 providing and fixing 12 mm thick prelaminated three layer medium density (exterior grade ) particle board grade i, type ii conforming to is : 12823 bonded formaldehyde synthetic resin ,of approved brand and manufacture in paneling fixed in aluminium doors ,windows shutters and partition frames with c.p. brass / stainless steel screws etc. complete as per architectural drawings and direction of engineer in charge. prelaminated particle board with decorative lamination on both sides. 52 providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with pvs / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer in charge.(cost of aluminium snap beading shall be paid in basicitem.) with glass panes of 4.0 mm thickness ( weight not less than 10.0 kg/sqm) as per is : 2835. 53 providing and fixing expanded grill made of aluminum as per design and drawing having members section of size 7.5mm x 6.0mm and opening of size 102mm x 99mm to aluminum window/vent with required screws, y and h aluminium sec (as per drawing) at the ends and middle joints respectively complete in all respect as per direction of engineer in charge. anodised aluminum (anodised transparent 81 dyed to required shade according to is : 1868. (minimum anodic coating of grade ac 15, anodizing to be got done from approved anodizer) 54 providing and fixing external grade board solid core single leaf flush door shutters isi 2202 67 marked using phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure a:30 mm thick commercial veneer both side 55 providing& fixing door, window, chowkhats and other frames, including antitermite treatment, m.s. flat, hold fasts of size 250 x 40 x 3mm fixed with m.s. bolt 5mm dia 50mm long duly embedded in cement concrete m 15 grade : sal wood grade i. 56 wiring of twin control light /fan / call bell point with 1.5 sq. mm nominal size fr pvc insulated unshethed flexible copper conductor 1.1 kv grade and 1.5 sq. mm nominal size fr pvc insulated unslated unsheathed flexible copper earth conductor 1.1 kv grade (is:694) of approved make in surface / recessed isi marked mms (is:9537 p iii) pvc conduit & its accessories, round tles, 18 swg m.s. box with earth terminal, screwless cage connectors for neutral looping in switch board & false ceiling point, 6 a two way switch, 3.0 mm thick isi marked phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required. short point (up to 3 mtr.) 57 (a) short point (up to 3mtr) 58 (b) medium point (up to 6mtr) 59 ( c ) long point (up to 10mtr) 60 wiring of 3 pin 5 amp. light plug point with 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper conductor 1.1 kv grade and 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper earth conductor 1.1 kg grade (is:694) of approved make in surface/ recessed isi marked medium duty pvc conduit & its accessories, hot dipped galvanized m.s modular box with earth terminal, screwless cage connectors for neutral looping in switch board , 6 a modular switch, 6 a modular socket, modular plate with grid plate, screws, making connections, testing etc. as required. on board 61 supplying and drawing fr pvc insulated & unsheathed flexible copper conductor isi marked (is:694) of 1.1 kv grade and approved make in existing surface or recessed conduit/casing capping including making connections etc. as required. 62 2 x 2.5 sq. mm + 1x1.5 sqmm 63 2 x 4.0 sq. mm + 1x1.5 sqmm 64 p & f following sizes (dia) of isi marked medium duty pvc coduit along with accessories in surface/ recessed using sadles, clamps, fastener, as required including cutting the wall and making good the same as required. group ii, 25 mm dia 65 s&f following sizesof isi marked ( is:14927 p ii ) pvc casing capping along with accessorieslike coupler, inner, outer, elbow, square box, tee etc. on surfacewith screws, expansionfastenersas required. 66 32 mm x 12 mm 67 50 mm x 20mm 68 cement concrete pavement of required thickness with 1:1.5:3 (1 cement:1.5 course sand : 3 graded stone aggregate 20 mm nominal size) including finishing complete. 69 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer in charge. 1: 3: 6 or richer mix. 70 demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge. in cement mortar. 71 cutting of construction joint/ longitudinal joint 4 to 6 mm. wideusing mechanical concrete cutter including cost of diamond bit cutting wheel and filling of bitumen sealingcompound in groove including cost of sealing compound.100 mm depth 72 repair to cement plaster in cement mortar 1 : 6 (1 cement : 6 fine sand) including removal of old plaster in regular shape and white or colour washing. 73 providing and fixing stone jali 40mm thick red/pink sand stone throughoutin cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali patterns to be cut square to jali slab without any chamfers etc: 74 supplying and fixing machine cut fine dressedred/pink sand stone dasa orcoping,with full moulding if required laid on cement mortar 1:4 including pointing with admixture of pigment matching with the stone shade. 25mm thick 75 half flyash brick masonry in superstructure , above plinth level upto floor three levelusing flyash bricks of designation 75 cement mortar 1 : 6 (1 cement : 6 coarse sand) 76 random rubble dry stone kharanja under floor. 77 surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 mtr. and lift up to 1.5 mtr.:all kinds of soil 78 filling in plinth with locally available river shingle under floors including watering ramming consolidating and dressing complete including cost of shingle sand. 79 filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 80 centering & shuttering with plywood or steel plate including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor three level for : walls (any thickness) including attached pilasters,buttressesplinthandstring course. 81 supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size. 82 50mm x 50mm x 3.15mm 83 providing stone slab covering over drains including filling of joints in cement sand mortar 1 : 3 with 35 mm thick cement concrete flooring 1 : 2 : 4 mix complete with good finish with :stone slab 100 to 150 mm thick average. 84 repair to stone masonary in cement sand mortar 1:6 with old and new stone. 85 repair to brick masonary in cement sand mortar 1:6 withnew brick. 86 filling expansion joint with bitumen filler in plain or reinforced cement concrete 25 mm width & 25 mm deep. 87 providing and laying water proofing treatment with thermalinsulation havingthickness of 2.5 3.0 mm over the existing r.c.c. roof by as per direction and satisfaction of engineer in charge and consisting of:(i) cleaning and washing of the existing roof including removing of loose material from the surface of cracks.(ii) widening and deepening of cracks to fill the approved crack filler as per direction of engineer in charge.(iii) application of one coat of approved sealing compound approved by engineer in charge with following specification or equivalent compound @ 0.17 litres per square meter with required brush as per direction of engineer in charge.(iv) application of the mesh approved by engineerin charge (made up of glass fiber , woven structure of leno make , reinforcing with alkali resistant coating having 10x10 mesh size, weight/sqm is 90gm to 120 gm and of 0.25 mm thickness including resin content (%) : 18% ) orequivalentand then application of coat of sealing compound approved by engineerin charge with specifications as narrated above ,without use of water @ 0.33 litre per square meter with brush and dryingof surface for24 hoursas perdirectionof engineerin charge. 88 providing and fixing aluminium composite panel ofapproved make 3mm thick with 0.5mm thick skin & pvdf coated approved shade for wall panelling. main framing work to be done using 50mmx25mmx1.6mm tubular section of approved make. stainless steel screw to be used to fix the acp panel to be fixed to the main frame with industrial adhesive tape and panel groove to be sealed with weather proof silicon sealant suitable for glass/aluminium etc. complete in all respect as approved by engineer in charge. 89 providing & fixing uv stabilised fiberglass reinforced plastic sheet roofing upto any pitch including fixing with polymer coated ‘j’ or ‘l’ hooks, bolts & nuts 8mm dia. g.i plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. the sheets shall be manufactured out of 2400 tex panel rovigs incorporating minimum 0.3% ultra voilet stabiliser in resin system under approximately 2400 psi and hot cured. they shall be of uniform pigmentation and thickness without air pockets and shall confoim to is 10192 and is 12866.the sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 90 5.0mm thick (wt. 8.4 kg./mtr. sq.) 91 random rubble stone masonry with hard stone in superstructure aboveplinth level and upto three levelabove 30cm. thick walls in : cement mortar 1:6 ( 1 cement : 6 sand). 92 providing and fixing marble stone flooring table rubbed, 15 18 mm thick over 20mm (av.) thick base of cm 1:4 (1 cement : 4 coarse sand) jointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. white marble : makrana adanga. 801 cm2 to 1500 cm2 tiles 93 p & f g.i. pipes (internal work) with g.i. fittings excluding union (is:1239 mark) & ms clamps including cutting and making good the walls and floors: exposed on wall 94 15 mm dia nominal bore b class 95 25 mm dia nominal bore a class 96 supplying and drawing fr pvc insulated & unsheathed flexible copper conductor isi marked (is:694) of 1.1 kv grade and approved make in existingsurface or recessed conduit/casing capping including making connections etc. as required. 97 4 x 10.0 sq.mm 98 4 x 16.0 sq.mm 99 sitc of 11 kv, 400/630 a, 20ka / 3 sec, out door,extensible type ring main unit (rmu) in suitable rcc foundation with 2 no. load break switch & 1 no. vcb / sf6 circuit breaker with over load, earth fault, short circuit relay, copper bus bar, earthing switch, mechanical on / off /earth indication, voltage presence indicator, ring core protection ct 2.5 va, 10p10 as per transformer rating, shunt trip coil, anti reflex operating handle, right angle boots etc. as required. 100 providing and fixing corrugated colour g.i sheet having thickness 0.50mm roofing fixed with g.i.j or l hooks bolts and nuts 8mm dia meetr with bitumen and g.i limpet washers or with g.i limpet washers filled with white lead and including over lapping of sheet complete ( upto a pitch of 60 degree) & excluding the cost of purlins rafters and trusses etc complete in all respect. 101 providing & fixing of hdpe pipe isi mark (is:4984/95) for water supply (suitable for submersible & jet pump) with required fittings 102 40 mm od6 kg / cm2 103 50 mm od6 kg / cm2 104 63 mm od6 kg / cm2 105 p/laying p.v.c./ xlpe insulated & p.v.c. sheathed cable of 1.1 kv grade with aluminium conductor of is:1554 p i / is :7098 p i of group 1 of approved makein ground as per is:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand,iind class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. 106 10.0 sq.mm 107 4 core 108 16.0 sq.mm 109 4 core 110 70.0 sq,mm 111 3.5 core 112 120.0 sq.mm 113 3.5 core 114 sitc of radial / mixed flow submersible motor pump sets isi marked (is:8034 1989) of approved make with required accessories including making connection suitable for t.w./ d.c.b./ open well. the job includes lowering ofriser pipe, g.i./h.d.p.e. pipe with rope, cables, installation of complete fitting and accessories, jointing of electrical cables up to switch board. all labour for testing of submersible pumps set and supply of water to water mains, complete in all respect.150 mm diameter submersible pump shall havefollowing hp rating, phase, head, minimum discharge respectively. 115 5.0 hp, 3 ø, (32 52)mtr, (400 167)lpm 116 7.5 hp, 3 ø, (45 73)mtr, (400 280)lpm 117 10.0 hp, 3 ø, (64 104)mtr, (400 167)lpm 118 construction of tube well upto 100 meter depth and above in all type of rocks by dth system and over burden, to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes, but excluding cost of casingpipes as per is : 2800 (part i & ii) 1979 specifications. the work would be completed after obtaining sand free water. the tube well should have a throughout bore as per nominal dia of casing pipe: 119 200 mm –do 120 supply of erw m.s. black casing pipe isi marked (is:4270/1992) of grade fe410 of following sizes at site of work. 121 nominal bore of pipe (mm) 200 122 testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per is: 2800 (part ii) 1979. 123 s & f tube well cover ofm.s.sheet (6mm thick) with nuts and bolts complete for casing size: 124 200mm dia 125 s & f m.s. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 126 installation of submersible motor pump set in tube well/open well complete ( labour charges only) including transportation of tripod, chain pulley block & any other material required for lowering purpose. 127 p/laying isi marked p.v.c. insulated submersible cable confirming to is:694 with flexible copper conductor including making connection etc. as required. 128 6.0 sq.mm 3 core flat / round ...

Maharana Pratap University Of Agriculture And Technology - Rajasthan

32103881 remaining miscellaneous work at mining department , ctae, udaipur surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead up to 50 mtr and lift up to 1.5 mtr : all kinds of soil 1050.00 sqm 4.46 4683.00 2 earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 mtr, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in lead of 50 mtr. all kinds of soil. 19.80 cum 164.00 3247.20 2.2.6 3 p & f gi pipes ( external works ) with gi fittings eccluding union (is:1239 mark) and ms clamps, including trenching and refilling earth etc.50mm dia nominal bore. b class 50.00 mtr 517.00 25850.00 2.32.6 4 supply & fixing g.i. union isi marked in g.i. pipe line as required complete in all respect of size :50mm dia nominal bore 2.00 each 211.00 422.00 1.6. 5 earth work in excavation over area ( exceeding 30 cm in depth. 1.5 mtr in width as well as 10 sqm on plan) including disposal of excavated earth lead up to 50 m and lift up to 1.5 mtr. disposal earth to be leveled and neatly dressed.all kinds of soil 90.59 cum 134.00 12139.06 (h 1) 1.3.1 6 supply & stacking good soil of earth at site complete including loading and unloading & transportation etc. good soil of earth 63.53 cum 250.00 15882.50 3.1.1 7 laying of lawns including ploughing leveling breaking of clods manuring and removal of stone etc. (cost of manuare or extra good earth to be paid separately ) maintenance of lawn foe 30 days or more till grass forms thick lawns free from weeds and fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost : in rows 15 cm apart in either direction 400.19 sqm 30.00 12005.70 5.1.1(6) 8 carriage of following material including loading unloading and stacking if required complete in all respect. eaeth, sand, lime, moorum, manure or sludge, building rubbish, stone metal (girt and ballast etc), stone for masonry work & soling and excavated rock etc. for 2 km 90.59 cum 142.00 12863.78 1.30 9 filling available excavated earth (excluding rock) in trenches plinth side of foundation etc. in layers not exceeding 20 cm in depth consolidation each deposited layer by ramming and watering including lead up to 50 mtr and with all lift. 90.59 cum 78.00 7066.02 10 random rubble stone masonary for foundation and plinth in cement sand mortar above 30 cm thick wall in : cement mortar 1:6 ( 1 cement : 6 sand ) 16.43 cum 2072.00 34042.96 11.44 11 random rubble dry stone kharanja under floor 18.55 cum 979.00 18160.45 12 structural steel work welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr height in flates, tees, angles & channals 1000.00 kg 81.00 81000.00 13 add extra of square rectangular hollow tubular section are used. 700.00 kg 9.00 6300.00 9.67 14 providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by engineer in charge) 0.50 mm (+ 0.05 %), total coated thickness with zinc coating 120 grams per sqm as per is: 277, in 240 mpa steel grade, 5 7 microns epoxy primer on both side of the sheet and polyester top coat 15 18 microns. sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by engineer in charge. the sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with epdm seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 80.00 sqm 599.00 47920.00 office of the estate officer maharana pratap university of agriculture & technology, udaipur (raj.) name of work : remaining miscellaneous work at mining department ,ctae, udaipur g schedule (rates are based on pwd bsr:2019, udaipur) item no. s.no. particulars qty. unit rate amount 3.2.7 15 providing and laying in position cement concrete including curing compaction etc . complete in specified grade excluding the cost of centering and shuttering. all work up to plinth level using crusher broken aggregate 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 17.64 cum 2896.00 51085.44 3.2.3 16 providing and laying in position cement concrete including curing compaction etc . complete in specified grade excluding the cost of centering and shuttering. all work up to plinth level using crusher broken aggregate : m15 grade nominal mix ( with graded stone aggregate 20mm nominal size) 1.45 cum 3802.00 5512.90 5.1.7 17 brick masonary in foundation and plinthwith bricks of class designation 75 in : cement mortar 1:6 ( 1 cement : 6 coarse sand ) 0.28 cum 3672.00 1028.16 11.3.4 18 cement concrete flooring grade 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate) rounding off edges etc. but excluding the cost of nosing of steps etc. complete:75mm thick with 20mm thick nominal size aggregate 51.28 sqm 381.00 19537.68 14.9.2 19 dismantling stone rubble masonry including stacking of serviceable material and disposal of unserviceable material within 50 mtr lead.in cement mortar 2.00 cum 370.00 740.00 14.54 20 dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 mtr lead 3.72 cum 8.00 29.76 21 repair to cement plaster in cement mortar 1:6 (1 cement :6 fine sand) including removal of old plaster in regular shape and white or colour washing 50.00 sqm 168.00 8400.00 12.9.1 22 plaster on new surface on wall in cement sand mortar 1:6 including raking of joints etc. complete fine finish : 25mm thick 56.52 sqm 162.00 9156.24 3.12.2 23 s & fcc 1:2:4 (m 15) precast kerb on dand upto 60 cm length over 20mm thick base of cement mortar 1:6 including jointing, earthwork, painiting and jointing with cement mortar 1:4 of size : ( 20 + 25) /2 x 40cm 58.00 mtr 459.00 26622.00 11.58.2 24 providing and fixing of precast concrete interlocking block of m 30 grade manufactured from fully computerised automatic stationery hydraulic vibropressed machine and fully computerised automatic batching plant of class a1/a2 as per bs 6717:2001 with rubber mould technology including painting with lacker polising. the cc interlocking paving blocks be laid on average 50 mm. thick bed of coarse sand and the joint on is to be filled with fine sand. laying procedure on compacted sub base as defined. complete job is to be executed as per the instruction of engineer incharge. the rates to be inclusive of all lead, lifts and taxes general specification of blocks:1) shape as defined by engineer incharge 2) tensile splitting strength and braking load as per bs 6717:20013) color : grey cement natural colour.4) variation in dimension : less than 1.6 mm.5) variation in thickness : less than 3.2 mm.6) abrasion : as per bs : 6717:2001 : 80mm thick interlocking blocks 97.00 sqm 559.00 54223.00 3.19.3 25 p&f rigid pvc pipe (is:4985 mark) class ii/ (4 kg. /cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant : 110mm dia 3.00 mtr 196.00 588.00 10.17.3 26 providing stone slab covering over drains including filling of joints in cement sand mortar 1:3 with 35mm thick cement concrete flooring 1:2:4 mix complete with good finish with : stone slab 40 to 50 mm thick average 1.96 sqm 356.00 697.76 12.67.2 27 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade :one or more coats on old work 1300.00 sqm 61.00 79300.00 12.67.1 28 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade : two or more coats on new work including prepration of base with primer putty lippy complete in all respect. 210.00 sqm 92.00 19320.00 12.68.2 29 painting with enamel paint of approved brand and manufacture to give an even shade:one or more coats on old work 400.00 sqm 57.00 22800.00 12.68.1 30 painting with enamel paint of approved brand and manufacture to give an even shade:two or more coats on new work ...

Urban Improvement Trust - Rajasthan

32102823 miscellaneous work of barrage garden at river front east, kota. earth work in excavation by mechanical means (hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed: all kinds of soil 2 providing, laying and spreading and compacting specified graded crushed stone in sub base course including premixing the material at omc in mechanical mixer (pug mill), carriage of mixed material, laying in uniform layers with motor grader, f.e. loader, on a prepared surface and compacting with vibratory compactor to achieve the desired density including all material, labour, machinery, lighting barricading and maintenance of driversion complete. (morth specification clause 401). with all lead & lift 3 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level.m10 grade nominal mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). 4 providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering and reinforcement including curing, compaction, finishing with rendering in cement sand mortar 1 : 3 (1 cement : 3 coarse sand) and making good the joints and admixtures in recommended proportions as per is 9103 to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of engineer in charge. m 20 grade reinforced cement concrete. all work up to plinth level. 5 providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering and reinforcement including curing, compaction finishing with rendering in cement sand mortar 1 : 3 (1 cement : 3 coarse sand) and making good the joints and admixtures in recommended proportions as per is : 9103 to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of engineer in charge. m 20 grade reinforced cement concrete. all work from plinth level up to floor three level. walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.m20 grade nominal mix 6 providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centering, shuttering and reinforcement including curing, compaction finishing with rendering in cement sand mortar 1 : 3 (1 cement : 3 coarse sand) and making good the joints and admixtures in recommended proportions as per is : 9103 to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of engineer in charge. m 20 grade reinforced cement concrete. all work from plinth level up to floor three level. beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. 7 providing and laying in position design mix cement concrete of specified grade for reinforced cement concretearchitectural elements upto 5.0 mtr height from plinth level including curing, compaction, rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and finishing of exposed surface with cement sand mortar 1:3 in required thicknes sand as per approved drawing & texture as per direction of engineer in charge and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor architectuarl arches, arch ribs, domes, vaults, shells, folded plate,chatri, pillar &todi of chatri, roofs having slope more than 15º ,vertical and horizontal fins individually or forming box louvers, facias, eaves boards, and all other architectural elements as per direction of engineer in charge.m30 grade 8 providing and fabricating reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. thermo mechanically treated bars (conforming of relevant is code) 9 add extra for providing richer mixes respectively at all floor levels providing m 30 grade concrete instead ofm 20 grade design mix. 10 centering & shuttering with plywood or steel plate including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor three level for : 11 centering & shuttering with plywood or steel plate including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor three level for : 12 walls (any thickness) including attached pilasters,buttressesplinthandstring course. 13 providing stone slab covering over drains including filling of joints in cement sand mortar 1 : 3 with 35 mm thick cement concrete flooring 1 : 2 : 4 mix complete with good finish with : stone slab 40 to 50 mm thick average. 14 providing and fixing double action hydraulic floor spring of approved brand and manufacture is : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece m.s. 15 with stainless steel cover plate 16 providing and fixing dholpur white / mandana stone/ gwalior mint stone base with white cement & tinex chamical,& ss clamp and fastners (of approved brand) inclusive of moulding,carving, rubbing, polishing complet,laid and jointed with white cement slurry mixed with pigment to match the shade of the slab as per drawing attachedwith hairline joint at transition including rubbing, polishing and finishing, complete in all respect as per direction of enginner & architect with all lead & lift. the stone measurement will be done of outer most dimension. 17 providing & applying three coat of acrylic water proof membrane having sunlight and uv resistant propertiesover waterproofing slurry coat , initial coat of 50 75 micron thickness with diluting 1 part of chemical with 2 parts of clean water, overwhich applying 2 coats at 2 hrs .intervals each with diluting 1 part ofchemical with 20% of clean water for total thickness of 400 to 450 microns (covering area 0.9 sq.m/kg of chemical including preparation of surface by cleaning, brushing and dust removing, scaffolding if necessary etc., with contractors labour, tools,machinery etc, complete as directed by engineer in charge. 18 p& f 12mm thick toughened glass partition of approved / customised size, at all heights (g+4), as per design/drawing and consisting of approved brand e.g. saint gobain, hng float or equivalent with charectristic as per specification fixed in precise size including connector,fins, patch fittings top, bottom, over panel, bottom lock, small l including floor spring 8400, handles and brackets with all necessary fittings of approved brand e.g. icon/godrej/ ozone/dorma xlc or equivalent, quality silicon adhesive sealant layer manufactured to standard like wacker. dow coming or equivalent as per direction of engineer in charge. rates of item including supply, transportation, loading unloading installation including bottom lock, floor spring 8400, brackets, fasteners, screws, bracker, rod, bolts, gasket, fixture, scaffolding , taxes(vat, service tax etc.) & duties etc. complete in all respect. the above work shall be carried out by specialised agency approved bythe engineer incharge. 19 fixed part for panel @75% of total area 20 openable part for panel @25% of total area 21 making mehrabs, arches, pillars, highly decorative creepers, flower of small sizes etc.in lime surkhi plaster (1:2) as per b248 old traditional practices (arches, mehrabs) in three coats for base course and subsequent course and loi tamping, beating till the shrinkage cracks are disappear than making ornamental flowering/design etc. the work is to done with all leads and lifts as per work of restoration nature as per jaipur practice. 22 providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to is : 13753 & is :15622 of size 300mm x 450mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 23 providing and fixing 1st quality mat finished ceremic tile size 300x300mm confirmingto is : 13755 and is : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). 24 p & f white vitreous china double syphonic european w.c. (i.s:2556mark) with mounted w.v.c. flushing cistern of (is : 2556 mark) of 10 litre capacity complete with all necessary internal fittings including cutting and making good the wall and floor. 25 p & f wvc wash basin (1st quality, i.s. : 2556 mark) of approved make with c.i. brackets duly painted, 1 no. 15 mm c.p. pillar cock (is : 8934 mark) & 32 mm c.p. brass waste coupling of approved make,25 mm g.i. waste pipe comsize 580 mm x 450 mmplete including cutting & making good the wall: 26 p & f lst quality wvc urinal (is:2556 mark) with 25mm dia g.i. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete.flat back (large) or half stall size 610x400x80mm. 27 p & f indian type white glazed vitreous china 1st quality w.c. orissa pan (is :2556 mark) with 100 mm vitreous china p or s trap including cutting and making good the wall and floor: size 580x440mm. 28 p & f flush pipe of approved make with complete fittings for high level flushing cistern: g.i. `b` class (concealed) 32 mm. 29 p & f pilllar cocks (is :8934 mark) of superior quality and approved make: c.p. pillarcockfancytype ,15mm nominal bore. 30 p & f bib cock (is : 8931 mark), superior quality of approved make: 31 c.p. brass bib cock,15mm nominal bore. 32 ( do ) elbow action, 15mm nominal bore. 33 p & f c.p. brass urinal spreader for large urinal of heavy duty of approved make as per direction of enginner in charge 34 p & f c.p. brass doom waste coupling 32 mm dia. 35 p & f bottle trap of approved make : c.p brass 40 mm 36 p & f toilet paper holder with rod of approved quality/make: c.p. brass heavy & superior quality. 37 providing and fixing unplasticized poly vinyl chloride (upvc) swr pipes type b for sciland waste discharge system (is:13592 : 1992 marked) of approved quality /make 38 75 mm dia 39 110 mm dia 40 providing and fixing unplasticized poly vinyl chloride (upvc) swr pipes fittings type b for sciland waste discharge system (is:13592 : 1992 marked) of approved quality /make 41 bend 45 dg. 42 75mm dia 43 110mm dia 44 socket plug 45 75mm dia 46 110mm dia 47 pipe clip 48 75mm dia 49 110mm dia 50 single tee 51 75mm dia 52 110mm dia 53 gully trap 54 110mm dia 55 nahni trap with jali 4” 56 110mm dia 57 vent cowel 58 110mm dia 59 p & f bevelled edge mirror/mirror with teak wood lipping around of special glass of approved make (atul, modi guard, saint gobin or equivalent) complete with 6mm thick commercial ply base fixed to wooden screws & washers. other sizes 60 construction of chamber in all type of soil with 300 mm thick masonry in cm 1:6 m 10 cm thick c.c. 1:5:10 in foundation, 20mm thick insider plaster in cm 1:6, finished with floating neat cement, 50mm thick m 15 grade c.c. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. 61 inside size 450 x 450mm depth upto0.5 m cement cover with frame 62 30mm thick factory made solid panel pvc door shutter consisting of frame made out of m.s. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles and 15 mm x15mm , top & bottom rails. m.s .frame shall have a coat of steel primers of approved make and manufacture m.s. frame covered with 5mm thick heat moulded pvc ‘c channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45 degree angle on either side forming stiles; and 5mm thick, 95mm wide pvc sheet out of which 75 mm shall be flat and 20mm shall be tapered in 45 degreeon the inner side to form top and bottom rail and 115mm wide pvc sheet out of which 75 mm shall be flat and 20mm shall be tapered on both sides to form lock rail. top bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2) thick, 20mm wide cross pvc sheet shall be provided as gap insert for top rail & bottom rail. panelling of 5mm thick pvc sheet to be fitted in the m.s. frame welded/ sealed to the stiles & rails with 7mm (5mm +2mm) thick x 15mm wide pvc sheet bending on inner side, and joined together with solvent cement adhesive. an additional 5mm thick pvc strip of 20mm width is to be stuck on the interior side of the ‘c channel using pvc solvent adhesive etc. complete as per direction of engineer in charge, manufacture’s specification & drawing.(for w.c.and bathroom door shutter).including all door fittings such as hinges, l drop, handles, locking bolts etc. as per approved of engineer in charge. 63 gi metal ceiling lay in perforated tegular edge global white colour tiles of size 595x595mm 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 fiber acoustical fleece. 64 p & f pvc storage tank isi marked (is : 12701) indicating thebis license no),of approved make with cover, 25mm dia 1m long g.i. over flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design:1000 litres capacity. 65 hoisting charges for each floor : for items 2.26.5 to 2.26.8 66 p & f liquid soap container with brackets complete of approved make:c.p. brass 67 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and testing of joints complete as per direction of engineer in charge. (internal work exposed on wall) 68 20mm nominal outer dia pipes 69 25 mm nominal outer dia pipes 70 32mm nominal outer dia pipes 71 50 mm nominal outer dia pipes 72 p & f ball cock (is :1703 mark) with rod& p.v.c. ball complete : 73 brass wt.not less than 800 gm, 32mm. 74 brass wt.not less than 1200 gm 50mm. 75 construction of septic tank in all types of soil with 40 cm .thick masonry in cm 1:6, 15 cm thick c.c bed of 1:5:10, m 15 gradec.c floor &rcc slab covering with m15 grade c.c. floor,50 mm thick stone slab partition walls, 20 mm thick plaster in cm 1:6 finished with neat floating cement, 4 nos stone foot rests of approved design ,two no. 450 mm dia each ferro cementcover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr: 76 size 400 x140x150 cm.(for 50 users) ...

Panchayat Raj Department - Rajasthan

32086821 rate contact for open gim equipment and stablishment rate contact for open gim equipment and stablishment , supplying and fixing of gymnesium equipmentsfinishing , levelling work , necessary foundation work, all civil work , all necessary formwork centering shuttering, transprtation and fixing a and cement concrete flooring exercise instructions board in each ground etc. complete as per directions of engineer in charge. including maintenance for two year , ab board , leg press , air swing , chin dip , pull / push , tri twister , eleptical cross trainer , air walker , shoulder wheel , work name and board photo...

Medical Health And Family Welfare - Rajasthan

32019903 various civil work at janana hospital and children hospital, dh, alwar various civil ) const. of b.wall hicu back side at dh alwar 2 brick work with f.p.s. bricks of class designation 75 in superstructure above plinth level upto floor v level in all shapes and sizes in :cement mortar 1 : 6 (1 cement : 6 coarse sand) 3 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. 4 finishing walls with acrylic smooth exterior paint of required shade including all scaffolding. new work (two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). 5 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 6 providing and fabricating reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. thermo mechanically treated bars (conforming of relevent is code) 7 providing and laying in position specified grade ofcement concrete forall rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix 8 (2) raising of boundary wall at janana hospital, alwar 9 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 10 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.75mmthickwith20mmthicknominalsizeaggregate. 11 random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in:cement mortar 1:6 ( 1 cement : 6 sand). 12 brick work with f.p.s. bricks of class designation 75 in superstructure above plinth level upto floor v level in all shapes and sizes in :cement mortar 1 : 6 (1 cement : 6 coarse sand) 13 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. 14 finishing walls with acrylic smooth exterior paint of required shade including all scaffolding. new work (two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). 15 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 16 providing&fixingprecastcementconcretecoping1:2:4mix50mmthickcompleteas per specification : 17 (3) repair & renovation work of janana hospital, alwar 18 part a civil work 19 repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead :with cement mortar 1 :4 ( 1 cement : 4 coarse sand) 20 providing and fixing ist quality ceramic glazed wall tiles conforming to is : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by engineer in charge in skiriting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white mixed with pigment of matching shade complete. 21 providing and laying ceramic mat floor tiles(thickness to be specified by the manufacturer) of 1st quality conforming to is : 15622 of approved make in colours such as white, ivory, grey, fume red brown of any size, laid on 20 mm thickbed of cement mortar 1:4 (1 cement : 4 coarse sand)including pointing in white cementmixed with pigment of matching shade complete. 22 p & f 1st qualityvitrified porcelain polished tiles on floor, skirting and steps etc.in different sizes (thickness to be specified by manufactuer) with water absortion less than 0.08% and conforming to is 15622 of approved make in all colour and shade,laid with 20 mm thick cm 1 : 4 including grounting the joints with white cement and matching pigment etc complete. size 600 mm x 600 mm 23 brick work with f.p.s. bricks of class designation 75 in superstructure above plinth level upto floor v level in all shapes and sizes in : cement mortar 1 : 6 (1 cement : 6 coarse sand) 24 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. 25 providing and fixing external grade board solid core single leaf flush door shutters isi 2202 67 marked using phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure a: 30 mm thick . commercial veneer both side 26 grading roof for water proofing treatment withwater proffing compoundcement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 27 providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 28 labour charges for repair to door / window without using any material such as applying randha (finishing) tightening of bolts & screw etc. 29 renewing glass panes, with putty and nails wherever necessary:float glass panes of thickness 4 mm 30 providing and fixing marble stone flooring table rubbed, 15 18 mm thick over 20mm (av.) thick base of cm 1:4 (1 cement : 4 coarse sand) jointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.above 3600 cm2 slabs 31 supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. 32 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide extra if square,rectangular hollow tubelarsections are used or grill made by flats only 33 distempering with 1st quality acrylic washable distemper (ready mixed) of approved manufacturer and of required shade and colour completeincluding all scaffolding as per manufacturers specification. two or more coats on new workincluding prepartion of base with primer, putty, lippy etc complete in all respect. 34 providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete 35 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. : 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 36 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.75mmthickwith20mmthicknominalsizeaggregate. 37 demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge:in cement mortar. 38 chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles includingrubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) : light shade using shade cement. 39 painting with synthetic enamel paint of approved brand and manufacture togive an even shade : two or more coats on new work 40 supplying and fixing in walls machine cut and polished stone shelves, tands andin cm 1:3 with machine cut edges : kota stone 25 to 30mm thick. 41 providing and fixing steel glazed window frame made out of 80x40 mm hollow sheet section of 16 gauge thickness, joint mitred weldedand grinded including hold fast of steel lugs 13mm x 3mm and 15 cm long embedded in c cblock 15 x 10 x 10 cm of 1:3:6 nominal concrete and including fixing of pivoted hinges of superior quality, window shutters made out of 50 x 25.0 mm hollow steel section 15 mm paitam of 18 gauge thickness, joint mitred and grinded including 10mm x 10mm square bars welded to framefor paitam fixing float glass 4mm thickpanes with glazing clips and metal sash putty andfixing of shutters frames peg stay, u shape handle 100 mm long, tower bolts 100 mm long of steel powder coated superior quality including fixing and jointing with frame hinges priming coat with steel primer complete in all respect as per direction of engineer in –charge : window openable. 42 providing and fabricating reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.thermo mechanically treated bars (conforming of relevent is code) 43 providing and laying in position specified grade ofcement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.m20 grade nominal mix / design mix 44 providing and fixing 15 mm thickacousticalwith fine fissured tiles/ mineral fibre high density tiles with butt edgesfalse ceiling tiles of size595x595 mmin true horizontal level suspended on inter locking metal grid of hot dipped galvanised steel sections ( galvanized @ 170 gsm/sqm.) consisting of main “t” runner with suitably spaced joints to get required length and of size 24x38mm made from 0.30mm thick (minimum) sheet spaced at 1200mm center to center and cross “t” of size 24x25mm made of 0.30mm thick (minimum) sheet, 1200mm long spaced between main “t” at 600mm center to center to form a grid of 1200x600 mm and secondary cross “t” of length 600mm and size 24x25mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600mm panel to form grids of 600x600mm and wall angle of size 21x21x0.30 mm and laying false ceiling tiles of approved texture in the grid including, wherever, required, cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. 45 main “t” runners to be suspended from ceiling using gi slotted cleats fixed to ceiling with 6 mm dia and 50mm long dash fasteners, 4mm gi adjustable rods with galvanised level clips spaced at 1200mm center to center along main t, bottom exposed width of 24mm of all t sections shall be pre painted with polyester paint, all complete at all heights as per specifications drawings and as directed by engineer in charge. ( the tiles should of 90 % rh avg. ncr 0.55 light reflectance> 80% thermal conductiveity k = 0.052 0.057 w/m k colour white. fire performance class 0/class i(bs 476) with warranty against sag) 46 providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of w.c., kitchen and the like consisting of: i) ist course of applying cement slurry @ 4.4 kg/sum mixed with water proofing compound conforming to is 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.ii) iind course of 20mm cement plaster 1:3 (1 cement: 3 coarse sand) mixed with water. proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface..iii) iiird course of applying blown or residual bitumen applied hot at 1.7 kg per sqm. of area.iv) ivth course of 400 micron thick pvc sheet .(overlaps at joints of pvc sheet should be 100 mm wide and pasted to each other with bitumen@ 1.7 kg/sqm.) 47 part b sanitary work 48 p & f indian type white glazed vitreous china 1st quality w.c. orissa pan (is :2556 mark) with 100 mm vitreous china p or s trap including cutting and making good the wall and floor: size 580x440mm. 49 p & f european type white glazed vitreous china 1st quality w.c pan (is : 2556 mark) with p or s trap including cutting and making good the wall and floor 50 p & f water closet seat covers with brass hinges complete : (is : 2548 marked)solid pvc (isi marked) grade i black for ewc. 51 p & f low level flushing cistern of 10 litres capacity (is : 2556mark). of approved make with complete fittings c.i. brackets duly painted, brass ball cock with ball, (is: 1703 mark) complete including cutting and making good the wall:pvc with pvcbend as per is : 7231 . 52 providing and fixing unplasticized poly vinyl chloride (upvc) swr pipes type `b for sciland waste dischareg system (is : 13592: 1992 marked) of approved quality/ make. 53 110mm dia 54 p & f g.i. pipes (internal work) with g.i. fittings excluding union (is:1239 mark) & ms clamps including cutting and making good the walls and floors: 55 exposed on wall 56 15mm dia nominal bore b class 57 25mm dia nominal bore b class 58 p & f g.i. pipes (external work) with g.i. fittings excluding union (is : 1239 mark) including trenching & refilling earth etc. 59 15mm dia nominal boreb class 60 25 mm dia nominal bore b class 61 p & f bib cock (is : 8931 mark), superior quality of approved make: 62 ( do ) long body, 15mm nominal bore weight not less than 690 gm 63 p & f ball cock (is :1703 mark) with rod& p.v.c. ball complete : brass wt.400 gm,15mm. 64 p & f inlet connection (angle valves) superior quality, of approved make, for wash basin, gyser etc.c.p. inlet connection 15mm.brass (is : 8931 marked) 65 p & f full way valve (is:778 mark) or wheel valve of approved make : 66 gun metal 15mm nominal bore. 67 ( do ) 25mm nominal bore. 68 construction of cement concrete chamber 125mm dia.stainless steel sheet grating 69 p & f wvc wash basin (1st quality, i.s. : 2556 mark) of approved make with c.i. brackets duly painted, 1 no. 15 mm c.p. pillar cock (is : 8934 mark) & 32 mm c.p. brass waste coupling of approved make,25 mm g.i. waste pipe complete including cutting & making good the wall.: size 580 mm x 430 mm 70 p & f pvc storage tank (is : 12701marked indicating thebis license no),of approved make with cover, 25mm dia 1m long g.i. over flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 500 litres capacity. 71 hoisting charges for each floor :500 litres capacity. 72 construction of chamber in all type of soil with 300 mm thick masonry in cm 1:6 m 10 cm thick c.c. 1:5:10 in foundation, 20mm thick insider plaster in cm 1:6, finished with floating neat cement, 50mm thick m 15 grade c.c. flooring , earthwork etc. complet 73 do size 450 x 450mm upto depth of 0.5m & 15kg ci cover with frame 74 construction of manhole in all type of soil inner size 90 x 60 cm. thick masonry in cm 1:6, 10 cm. thick cement concrete 1:5 10 in foundation, 20 mm thick inside plaster in cm 1:6, finished with floating neat cement, 50mm thick m 15 grade c.c. flooring,making channels, 80mm thick stone slab covering with 40mm thick m 15 grade c.c.flooring , 25 kg. ci cover with frame of 40mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. depth upto 0.5 mtr 75 providing & laying c.c. 1:5:10 (stone aggregate 40mm nominal size) all around s.w. pipe including 15 cm. thick bed concrete (width w= diameter of pipe in cm+30 cm.)( excluding cost of pipe) 100mm dia s.w. pipe 76 p & f towel rail or ring of approved quality/make: 77 c.p. brass towel rail elbow type with concealed screws size 600 mm (heavy duty). 78 p & f soap dish or tray of approved quality/make c.p. brass heavy and superior quality. 79 p & f looking mirrors with p.v.c. frame of approved (atul, modiguard , saint gobin or equivalent) size 500x400mm 80 p&f rigid pvc pipe (is:4985 mark) class ii/ (4 kg. /cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 81 110 mm dia 82 `p&f rigid pvc pipe fittings (is: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: 83 bend 87.5 84 110mm dia 85 pipe clip, 110 mm dia 86 p & f grating of approved quality/make:stainless steel sheet size 125mm dia. 87 p & f lst quality wvc urinal (is:2556 mark) with 25mm dia g.i. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete.mini stall size 440x315x320mm. 88 part e electric work 89 wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm fr pvc insulated unsheathed flexible copper conductor 1.1 kv gradeand 1.5 sq.mm fr pvc insulated unsheathed flexible copper earth conductor 1.1 kv grade (is:694) ofapproved make in surface / recessed isi marked medium duty pvc conduit & its accessories, round tiles,18 swg m.s. box with earth terminal, screwless cage connectors for neutral looping in switch board& falce ceiling point,6 a switch, 3.0 mm thick phenolic laminated sheet, zinc plated / brassscrews, cup washers, making connections, testing etc. as required.g1 90 short point (up to 3 mtr.) 91 medium point (up to 6 mtr.) 92 long point(up to 10 mtr.) 93 wiring of 3 pin 5 amp. light plug point with 1.5 sq. mmfr pvc insulated unsheathed flexible copper conductor 1.1 kv gradeand 1.5 sq.mm fr pvc insulated unsheathed flexible copper earth conductor 1.1 kv grade(is:694) of approved makein surface / recessed isi marked medium duty pvc conduit & its accessories, 18 swg m.s. box with earth terminal, screwless cage connectors for neutral looping in switch board& falce ceiling point,6 aswitch, 6 a socket, 3.0 mm thick phenolic laminated sheet, zinc plated / brassscrews, cup washers, making connections, testing etc. as required.g1 94 on board 95 supplying and fixing of power plug point accessories on 18 swg metal box of size 175 x 100 x 60 mm. on surface or in recessed with suitable size phenolic laminated sheet cover including cost of 6 pin 16 amp. switch and socket outlet, making connection , testing , etc. as required.g1 96 supplying and drawing fr pvc insulated & unsheathed flexible copper conductor isi marked (is:694) of 1.1 kv grade and approved make in existingsurface or recessed conduit/casing capping including making connections etc. as required.g1 97 2 x 2.5 sq. mm. + 1x1.5sqmm 98 2 x 4.0 sq. mm. + 1 x 2.5 sq. mm. 99 2 x 6.0 sq. mm. + 1 x 2.5 sq. mm. 100 p&f recessed/ surface mounting heavy duty horizontal type sheet steel distribution board phophatised/ powder painted complete with copper bus bar, shorting link , neutral link, earth link and din bar, conforming to is13032 & is8623 including making internal dbterminations with copper lugs , testing etc. as required.g1 101 double door (single phase) 102 16 way 103 p&f 240/415 v mcb of breaking capacity not less than 10 ka (b/ c/ d tripping characteristic) isi marked is 8828(1996)]/ conforming to iec 60898 in existing board/sheets including making connections with lugs, testing etc. as required.group 1 104 single pole mcb 105 6 a to 32 a rating 106 s&f following sizes (dia.) of isi marked medium duty pvc conduit along with accessories in surface / recessed using saddles, clamps, fastener as required includingcutting the wall and making good the same as required.group 1 107 up to 380 mm size 108 p & f box type fluorescent tube fitting fabricated from crca sheet and finished with powder coating / stove enamelled paint complete with accessories (low loss copper choke, starter, starter seat) / electronic choke with terminal block duly prewired with copper conductor including making connection, testing etc. as required( without tube).g1 109 1 x 28 watts with eb 110 p&f of double ball bearing, capacitor startsingle phase metallicblade fresh air fan, in existing opening including cost of hardware , flexible copper conductor ,making connections, testing etc. as required.group1 111 225 mm sweep ...

Department Of Local Bodies - Rajasthan

31989391 ginani excavation digging work khudai karay near suray bhawan nohar earth work in excavation in foundation, trenches etc. includingdressing of sides and ramming of bottoms, including getting out theexcavated material, refilling after laying pipe/ foundation anddisposal of surplus excavated material at a lead upto 50m suitable site as per direction of engineer for following depths, below natural round / road top level.in all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.depth upto 1.5 m 2 add extra for over all depth of excavation above 1.5 m and upto 3.0m over item no 4.10.1.1 3 add extra for over all depth of excavation above 3.0 m and upto 4.5m over item no 4.10.1.1 4 brick work with fps bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in : cement mortar 1:6 (1 cement : 6 coarse sand) 5 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stoneaggregate) finished with a floating coat ofneat cement including cement slurry, but excluding the cost ofnosing of steps etc. complete. 75mm thick 6 cement plastering including t&p, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 12mm cement plaster of mix1:6 (1 cement : 6 fine/ coarse sand) ...

Rajasthan Cooperative Dairy Federation Limited - Rajasthan

31494389 polyurethane concrete flooring work for butter deep freeze, butter cold store and new ice cream cold store at bzduss ltd bhilwara polyurethane concrete flooring work for butter deep freeze, butter cold store and new ice cream cold store at bzduss ltd bhilwara...

Rajasthan Housing Board - Rajasthan

31356453 yearly rate contract rate for year 2022 2023 all sectors pratap nagar, sanganer, jaipur item 2 earth work in excavation by mechanical means (hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and all lift , disposed earth to be levelled and neatly dressed: all kinds of soil 810.00 cum 137.00 rs. one hundered thirty seven only 110970.00 2 earth work in excavation by mechanical means (hydraulic excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. all kinds of soils 500.00 cum 139.00 rs. one hundered thirty nine only 69500.00 earth, sand, lime, morrum manure or sludge for 20 km. 810.00 cum 83.60 rs. eightythree and paisa sixty only 67716.00 4 filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 810.00 cum 66.00 rs. sixtysix only 53460.00 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 500.00 cum 2429.00 rs. two thousand four hundred twentynine only 1214500.00 6 m15 grade nominal mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). 115.00 cum 3265.00 rs. three thousand two hundred sixtyfive only 375475.00 7 providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix 100.00 cum 3811.00 rs. three thousand eignt hundred eleven only 381100.00 add extra for providing richer mixes respectively at all floor levels providing m 25 grade concrete by using min 410 kg of cement per cum instead of m 20 grade design mix. 40.00 cum 57.00 rs. fiftyseven only 2280.00 providing and fabricating reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. thermo mechanically treated bars (conforming of relevent is code) 9500.00 kg. 64.00 rs. sixtyfour only 608000.00 10 centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. 100.00 sqm. 116.00 rs. one hundred sixteen only 11600.00 centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : walls (any thickness) including attached pilasters, buttresses plinth and string course. 200.00 sqm 214.00 rs. two hundred forteen only 42800.00 12 suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. 400.00 sqm 248.00 rs. two hundred fortyeignt only 99200.00 brick work with f.p.s. bricks of class designation 75 in superstructure above plinth level upto floor v level in all shapes and sizes in : cement mortar 1 : 6 (1 cement : 6 coarse sand) 330.00 cum. 3236.00 rs. three thousand two hundred thirtysix only 1067880.00 add extra for square or rectangular pillars in superstructre brick work up to five storey upto 45 cm length and two corners are free 35.00 cum 133.00 rs. one hundred thirtythree only 4655.00 half brick masonry in foundation & plinth using bricks of designation 75 cement mortar 1 : 6 (1 cement : 6 coarse sand) 450.00 sqm. 350.00 rs. three hundred fifty only 157500.00 random rubble stone masonryr with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in: cement mortar 1:4 ( 1 cement : 4 sand). 275.00 cum. 2386.00 rs. two thousand three hundred eightysix only 656150.00 rajasthan housing board , jaipur name of work : yearly rate contract rate for year 2022 2023 place of work : all sectors pratap nagar, sanganer, jaipur g schedule 3 5 8 9 11 13 14 15 16 page 1 of 7 17 cement mortar 1:6 ( 1 cement : 6 sand). 450.00 cum. 2148.00 rs. two thousand one hundred fortyeignt only 966600.00 18 wall upto 30cm. and less thickness. 500.00 cum 144.00 rs. one hundred fortyfour only 72000.00 19 providing and laying coping with cement concrete grade m 15 (1 : 2 : 4) mortar complete with scaffolding,shuttering, glass strip at 1m interval finishing of surface with cm 1:3, rounding of edges fine finishing as per specification 50mm thick.. 500.00 sqm 300.00 rs. three hundred only 150000.00 providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to is : 13753 & is :15622 in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 200 x 300mm 75.00 sqm 535.00 rs. five hundred thirtyfive only 40125.00 21 300 x 450mm 75.00 sqm 803.00 rs. eignt hundred three only 60225.00 22 providing and fixing 1st quality mat finished ceremic tile size 300x300mm confirming to is : 13755 and is : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). 150.00 sqm 604.00 rs. six hundred four only 90600.00 23 extra for using size above 300x300mm in glazed tiles and for using 400mm x 400mm mat finished tiles in place of 300mm x 300mm size. 80.00 sqm 60.40 rs. sixty and paisa forty only 4832.00 p & f 1st quality soluble salt vitrified polished tiles on floor, skirting and steps etc.in different sizes (thickness to be specified by manufacture) with water absorption less than 0.08% and conforming to is 15622 of approved make in all color and shade, laid with 20 mm thick cm 1 : 4 including grouting the joints with white cement and matching pigment etc complete. size 600 mm x 600 mm 80.00 sqm 945.00 rs. nine hundred fortyfive only 75600.00 providing and fixing external grade board solid core single leaf flush door shutters isi 2202 67 marked using phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure a : 30 mm thick . commercial veneer both side 180.00 sqm 1338.00 rs. one thousand three hundred thirtyeignt only 240840.00 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm thick nominal size aggregate. 250.00 sqm 211.00 rs. two hundred eleven only 52750.00 27 75mm thick with 20mm thick nominal size aggregate. 450.00 sqm 334.00 rs. three hundred thirtyfour only 150300.00 kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) for area of each slab from 2001 to 5000 sq.cm 50.00 sqm 825.00 rs. eignt hundred twentyfive only 41250.00 plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick . 18000.00 sqm 123.00 rs. one hundred twentythree only 2214000.00 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. 10000.00 sqm 107.00 rs. one hundred seven only 1070000.00 31 extra for providing and fixing chicken mesh with plaster at joints of rcc and masonary complete fixing of mesh with nails including cost of mesh ,nails etc. 200.00 sqm 40.00 rs. forty only 8000.00 32 providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete 1000.00 sqm 86.00 rs. eightysix only 86000.00 33 providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete 1000.00 sqm 62.00 rs. sixtytwo only 62000.00 finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: new work (two or more coats applied @ 3.84 kg/10 sqm). 3000.00 sqm 41.00 rs. fortyone only 123000.00 painting with synthetic enamel paint of approved brand and manufacture to give an even shade : two or more coats on new work 105.00 sqm 46.00 rs. fortysix only 4830.00 25 20 24 26 28 29 30 34 35 page 2 of 7 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: new work (two or more coats) over and including scrapping and priming coat with cement primer. 1300.00 sqm 59.00 rs. fiftynine only 76700.00 old work (one or more coats) including scrapping surface and necessary repairs. same colour 8300.00 sqm 29.00 rs. twentynine only 240700.00 painting exterior surface of wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect. new work 150.00 sqm 89.00 rs. eightynine only 13350.00 39 old work 2700.00 sqm 62.00 rs. sixtytwo only 167400.00 40 demolishing r.c.c. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge. 50.00 cum 757.00 rs. seven hundred fiftyseven only 37850.00 demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge: in cement mortar. 250.00 cum 523.00 rs. five hundred twentythree only 130750.00 renewing glass panes, with putty and nails wherever necessary: float glass panes of thickness 5.0 mm 300.00 sqm 553.00 rs. five hundred fiftythree only 165900.00 providing and laying water proofing treatment over the existing r.c.c. roof as directed by engineer in charge and consisting of : (i) cleaning and washing of the existing roof including removing of loose material from the surface of cracks. (ii) widening and deepening of cracks to receive the terro crack filler or equivalent in two coats. (iii) application of one coat of terro seal or equivalent compound. (iv) application of one base coat of water puoofing compound and then application of net (made up of nylon and plastic of approved brand and desired thichness) and again application of two base coats of water proofing compound over the net. the three layers of approved water proofing material will be mixed with kerosene in proportion of 5 kg (water proofing material): 1 liter (kerosene) ratio and will be applied like gurmala plaster. (v) application of three or more coats of water repellent compound like terro seal or equivalent compound with soft brushes complete in all respect as per direction of engineer in charge. 3000.00 sqm 570.00 rs. five hundred seventy only 1710000.00 44 providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proffing cement compound @ 0.253 kg/sqm. b) laying second layer of fiber glass cloth when the first layer is still green . overlaps of joints of fiber cloth should not be less than 10 cm . c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. this will be allowed to air cure for 4 hours followed by water curing for 48 hours. the entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around d) fourth and final layer of brick tiling ‘with cement mortar or any other approved protective coarse. (which will be paid for separately) for the purpose of measurement the entire treated surface will be measured 500.00 sqm. 275.00 rs. two hundred seventyfive only 137500.00 45 120cm. high fencing with angle iron posts 50x50x6mm. placed at every 3 mtr. apart 30cm. in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with g.i. staple including earth work in excavation etc. complete. 400.00 mtr. 419.00 rs. four hundred nineteen only 167600.00 dismantling of fencing dismantling of barbed wire fencing / wire mesh fencing including posts, foundation concrete, backfilling of pit by manual means including disposal of 200.00 rmtr. 32.00 rs. thirtytwo only 6400.00 47 patch repair to cement concrete floor including digging out old floor in regular shape and removal of rubbish curing etc. complete in all respects. 250.00 sqm 211.00 rs. two hundred eleven only 52750.00 48 washing floor with soda, soap or other cleaning material. 10000.00 sqm 1.00 rs. one only 10000.00 grinding of existing floor with 120 and 360 no. carborundum stone including cost of wax polishing complete : 900.00 sqm 33.00 rs. thirtythree only 29700.00 50 repair of existing steel glazed doors, windows and ventilator, ms sheet door, garge doors, compound wall gates etc. by welding drilling complete include. cost of welding rods and hire charge of welding meachine and tp etc complete 150.00 sqm. 239.00 rs. two hundred thirtynine only 35850.00 43 36 37 38 41 42 46 49 page 3 of 7 51 labour charges for repair to door / window without using any material such as applying randha (finishing) tightening of bolts & screw etc. 450.00 sqm. 160.00 rs. one hundred sixty only 72000.00 52 cleaning and dusting of floor, roof etc. with approved cleaning material including disposal of unserviceable material / rubbish with all lead and lift after social function in community centres . 150.00 per function 889.00 rs. eignt hundred eightynine only 133350.00 53 annual maintenance of fire extinguisher dry chemical powder type 5 kg. capacity 20.00 each 550.00 rs. five hundred fifty only 11000.00 54 cleaning of building, bath, toilets, man hole, sewer line, drains, chambers etc. by sweeper including all cleaning articals.(community centres/office buiding) 10.00 month 6000.00 rs. six thousand only 60000.00 55 labour charges for checking & cleaning sewer pipe line upto 200 mm dia.including removal & transportation of sludge as directed by engineer incharge 1000.00 rmtr. 4.00 rs. four only 4000.00 labour charges for cleaning for internal man hole/chamber complete chamber 50.00 each 30.00 rs. thirty only 1500.00 57 manhole 50.00 each 50.00 rs. fifty only 2500.00 58 labour charges for checking & cleaning sewer pipe line upto 200 mm dia.including removal & transportation of sludge as directed by engineer incharge 10000.00 rmtr. 4.00 rs. four only 40000.00 providing and fixing unplasticized poly vinyl chloride (upvc) swr pipes type b for sciland waste discharge system (is:13592 : 1992 marked) of approved quality /make 75 mm dia 50.00 mtr. 116.00 rs. one hundred sixteen only 5800.00 60 110 mm dia 200.00 mtr. 219.00 rs. two hundred nineteen only 43800.00 61 160mm dia 25.00 mtr. 289.00 rs. two hundred eightynine only 7225.00 62 providing and fixing flex hoarding 10 oz flex sheet duly printing, letter writing, designing, iron sheet framing with wooden structure & angles for supporting of 35x35x5mm with erecting on temporay ballis post as per requirment of site duly approved by engineer incharge, including fitting at site. 2500.00 per sq. ft 90.00 rs. ninety only 225000.00 63 barricating with sal ballies as per design including tying with vertical post by coconut strings including digging out holes in all types of soil complete in all respect with two horizontal members height 1.2 m up to 1.5 m above ground level and vertical supports up to 2.5 centreand upto 3 days period including removal and cleaning the site complete in all respect & including dressing of sides in all types of soil. 500.00 mt 16.50 rs. sixteen and paisa fifty only 8250.00 64 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 3000.00 kg. 77.00 rs. seventyseven only 231000.00 65 extra if square,rectangular hollow tubelar sections are used or grill made by flats only 3000.00 kg. 7.00 rs. seven only 21000.00 66 surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 mtr. and lift up to 1.5 mtr.: all kinds of soil 10000.00 sqm 7.00 rs. seven only 70000.00 67 clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 25000.00 sqm 4.00 rs. four only 100000.00 clearing grass and removal of rubbish clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per technical specification clause 201. 5.00 hectare 9054.00 rs. nine thousand fiftyfour only 45270.00 construction of embankment with material obtained from borrow pits construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 mtr as per technical specification clause 301.5 500.00 cum 99.00 rs. ninetynine only 49500.00 excavation in cutting in soil by manual means with lead upto 50 m excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3 (for petty work qty upto 100 cum) 2160.00 cum 85.00 rs. eightyfive only 183600.00 removal of unsuitable soil with disposal upto 1000 m removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per clause 303.5.2 as per technical specification clause 302.3.11 1080.00 cum 27.00 rs. twentyseven only 29160.00 72 removal of blown sand including taking out and disposal of excavated material with lead up to 50mtr. and lift up to 1.5 mtr disposed soil to be levelled and neatly dressed. 540.00 p. cum 12.00 rs. twelve only 6480.00 compacting original ground compacting original ground supporting subgrade 56 59 68 69 70 71 73 page 4 of 7 loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of tables 300.1 and 300.2 for subgrade construction as per technical specification clause 303.5.2. 15000.00 cum 34.00 rs. thirtyfour only 510000.00 water bound macadam sub base/base wbm grading 1 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80 100 kn static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per technical specification clause 404. (by manual means) 2160.00 cum 788.00 rs. seven hundred eightyeignt only 1702080.00 wbm grading 2 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405. (using crasher broken aggregate) by manual means 1440.00 cum 1009.00 rs. one thousand nine only 1452960.00 wet mix macadam providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at by mechanical means with 1 km lead 360.00 cum 1011.00 rs. one thousand eleven only 363960.00 77 collection of binding material/mooram for w.b.m. course (p.i. 4 to 6), including stacking as per standard specifications 252.00 cum 450.00 rs. four hundred fifty only 113400.00 78 collection of quarry rubbish (p.i. less than 6), grading as per morth specification’s table 400 1, including stacking as per the standard 150.00 cum 350.00 rs. three hundred fifty only 52500.00 79 labour charges for patching w.b.m. using crushed / broken aggregates including preparation of pot hole scarifying & reshaping to the required grade 252.00 cum 185.00 rs. one hundred eightyfive only 46620.00 prime coat medium porosity providing and applying primer coat with bitumen emulsion (ss 1) on prepared surface of granular base including cleaning of road surface and spraying primer 360.00 sqm 51.00 rs. fifty one only 18360.00 tack coat providing and applying tack coat with bitumen emulsion (rs 1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and 720.00 sqm 14.00 rs. forteen only 10080.00 82 providing and laying dense graded bituminous macadam with 100 120 tph batch type hmp producing an average output of 75 tones per hour using 770.00 p. mt 2958.00 rs. two thousand nine hundred fiftyeignt only 2277660.00 providing and laying bituminous concrete with 100 120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per mort & h specifications clause 509 complete in all respects for grading ii (13 mm nominal size) bitumen s 65 2466.00 p. mt 3531.00 rs. three thousand five hundred thirtyone only 8707446.00 providing and laying reinforced cement concrete pipe np3 as per design in single row providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 1106. 600 mm dia 48.00 rmt. 1288.00 rs. one thousand two hundred eightyeignt only 61824.00 85 300 mm dia 48.00 rmt. 540.00 rs. five hundred forty only 25920.00 cement concrete pavement construction of un reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound and water finishing to lines and grade as per drawing and technical specification clause 1501, including vaccum dewatering process with all required equipments 300.00 cum 3482.00 rs. three thousand four hundred eightytwo only 1044600.00 interlocking concrete block pavement 76 3 74 75 80 81 83 84 86 87 page 5 of 7 providing and laying of interlocking m 30 grade concrete block pavements having thickness 80mm as per drawings and technical specification clause 1504 with spreading 30mm thick sand under neath and filling joints with sand including providing and laying cc m30 edge blocks 300mm x 150mm x 300mm size. 3500.00 sqm 541.00 rs. five hundred fortyone only 1893500.00 88 cutting of construction joint/ longitudinal joint 4 to 6 mm. wide & 75 to 100 mm deep using mechanical concrete cutter including cost of diamond bit cutting wheel and filling of bitumen sealing compound in groove including cost of sealing compound. 300.00 mtr 55.00 rs. fiftyfive only 16500.00 providing and fixing of reinforced ferro cement drain cover designed for class aa loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti corrosive bitumen painted m.s. plate rim and on m.s. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. drain opening size standard drain cover size 451 mm to 700 mm (1000 x 800 mm) 100.00 sqm 1418.00 rs. one thousand four hundred eighteen only 141800.00 90 701 mm to 1200 mm (1500 x 600) mm 100.00 sqm 1785.00 rs. one thousand seven hundred eightyfive only 178500.00 91 providing and erecting typical citizens information board as per approved drawing & specification of morth made of two ms sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 swg sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete m 15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by engineering incharge. all ms will be stove anmeled on both side lettering. figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. all sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per mord specification. 25.00 each 6600.00 rs. six thousand six hundred only 165000.00 92 marking centre line and stop lines etc. on road as per irc pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 c with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 200.00 sqm 450.00 rs. four hundred fifty only 90000.00 supply & fixing of m 20 grade precast cement concrete kerb or dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing earth work, painting & jointing with cement mortar 1:4 of size (22.5 x 25) / 2 x 30 cm 800.00 rmt. 436.00 rs. four hundred thirtysix only 348800.00 94 supply & fixing of direction and place identification sign board made out of 1.2 mm thick ms sheet framed to angle iron 35 x 35 x 5mm and two verticle post of angle iron 35 x 35 x 5mm 3 meter long with hold fast , stove enameled painting and lettering as per design and pattern of size 120 x 90 cm including of digging pits size 30 x 30 x 45 cm and fixing in c.c.1:5:10 including curing complete in all respect. 100.00 each 3800.00 rs. three thousand eignt hundred only 380000.00 painting on concrete/steel surfaces with epoxy painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and technical specification clause 1701 800.00 sqm 96.00 rs. ninetysix only 76800.00 maintenace of bituminous surface road repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat with bitumen emulsion, 20 mm thick pre mix carpet using catonic bitumen emulsion and seal coat type b with bitumen emulsion 300.00 sqm 210.00 rs. two hundred ten only 63000.00 97 providing and laying of kandhal readymade cold patching mix for repair of potholes in adverse climatic conditions including the bituminous mix with a minimum of 5.6% mc 100 cutback bitumen (containing a suitable antistripping agent) by weight of mix and in strict conformance in gradation and other requirements such as 6 month storage life as per the specifications laying in proper camber & grade compaction with road roller and transportation with all lead & lift complete in all respect as per direction of engineer in charge 2500.00 per kg 13.50 rs. thirteen and paisa fifty only 33750.00 supply of dry manure including loading unloading, transportation & stacking at site. fram yard manure (organic). 100.00 cum. 300.00 rs. three hundred only 30000.00 supply of chemical fertilizers at store in bags weighing not less than 50 kg. each including loading unloading & transporation etc. urea 20.00 per 50 kg.bag 220.00 rs. two hundred twenty only 4400.00 100 d.a.p. 20.00 per 50 kg.bag 550.00 rs. five hundred fifty only 11000.00 99 87 89 93 95 96 98 page 6 of 7 101 supply & stacking good earth at site complete including loading unloading & transporation etc. 100.00 cum. 100.00 rs. one hundred only 10000.00 supply of insecticides & pesticides at store in dust / liquid form complete. cholorophyriphos 20 ec. 20.00 per liter 325.00 rs. three hundred twentyfive only 6500.00 supply of p.v.c. hose pipe of different sizes at store including transportation etc complet : 25 mm dia. 50.00 r.mtr. 45.00 rs. fortyfive only 2250.00 supply of different varities of tree / shrubs / climbers according to height and age of the plant at site including loading/ unloading & transportation etc. complete : different varrities of climbers 900 mm to 1500 mm. 3000.00 each 37.50 rs. thirtyseven and paisa fifty only 112500.00 supply of different varities of tree(neem, gulmohar, kasia, alstonia, ashoka,etc.) according to height and age of the plant at site including loading/ unloading & transportation etc. complete : different tree 2401 mm to 3000 mm. 1000.00 each 300.00 rs. three hundred only 300000.00 supply of different sized pots at site store including loading unloading & transporatation etc. complete : cement pot 350 mm size 100.00 each 65.00 rs. sixtyfive only 6500.00 107 maintenance of shrubbary or hedge cutting including disposal of rubbish with all leads & lifts. 1000.00 sqm 3.00 rs. three only 3000.00 108 digging of pits size 60x60x60 cms. including removal of stones. manuring applicable of insecticides & watering atleast 15 litre per plant after planting. 1000.00 per pit. 15.00 rs. fifteen only 15000.00 109 prunning & trumming andcutting of old big trees on the road side the contractor will deposit the cut wood in the deptt. 10000.00 per tree 30.00 rs. thirty only 300000.00 maintenance of plants by the contractor including of pits/bids watering preparation of thavala hoeing weeding etc. & application of insecticieds etc. & security if the plant die during maintenance contractor has to replace same height plant at his own cost. trees 15000.00 per plant per month 10.00 rs. ten only 150000.00 111 shrubs or hedge 36000.00 per plant per month 5.40 rs. five and paisa forty only 194400.00 hire charges of plants & machinery 112 tractor with trolley . 72.00 per day 1050.00 rs. one thousand fifty only 75600.00 113 generator 250 kva. 12.00 per day 1200.00 rs. one thousand two hundred only 14400.00 114 hire and running charges of crane 20 tonne capacity. 12.00 per day 5500.00 rs. five thousand five hundred only 66000.00 115 hydraulic excavator (3d) with driver and fuel. 24.00 per day 6600.00 rs. six thousand six hundred only 158400.00 116 hire charges of diesel truck 9 tonne 72.00 per day 1350.00 rs. one thousand three hundred fifty only 97200.00 hire charges of labour 117 beldar 1200.00 per day 200.00 rs. two hundred only 240000.00 118 coolie 12000.00 per day 200.00 rs. two hundred only 2400000.00 119 blacksmith 1st class 50.00 per day 250.00 rs. two hundred fifty only 12500.00 120 fitter (grade 1) 50.00 per day 280.00 rs. two hundred eighty only 14000.00 121 mason (brick layer) 1st class 50.00 per day 300.00 rs. three hundred only 15000.00 122 kanat 9 x 6 fixed with tent. 30.00 1st day 19.80 rs. nineteen and paisa eighty only 594.00 123 water proof tripal ...

Department Of Local Bodies - Rajasthan

30530611 miscellaneous work at gokul ji piao indra rasoi and si office dismantling of existing structures like culverts, bridges, retaining walls, cc road and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by engineer.cement concrete grade m 15 and above and pcc blocks 2 dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. for thickness of tiles 10 mm to 25 mm 3 half brick masonry with fps bricks of class designation 75 insuperstructure above plinth level upto two stories. cement mortar 1:4 (1 cement :4 coarse sand) 4 cement plastering including t&p, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix :1:6 (1 cement : 6 fine/ coarse sand) 5 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete40mm 6 distempering with 1st quality acrylic washable distemper (ready mixed) of approved manufacturer and of required shade and colour complete. as per manufacturers specification two or more coats on new work. 7 providing and fixing 1mm thick m.s. sheet door with frame of 40x40x6mm angle iron and 3mm m.s. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. using flats 30x6mm for diagonal braces and central cross piece. 8 painting with synthetic enamel paint of approved brand and manufacture to give an even shade 9 providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type isi marked upvc pipes of class iii (6 kg/sqcm) suitable for potable water with rubber ring joints (as per is 4985 2000) of following outer dia with all accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per technical specifications and as per direction of engineer note : e/w to be measured and paid separately.160 mm dia 10 providing and fixing g.i. pipes complete with g.i. fittings including trenching and refilling etc external work : 15 mm nominal outer dia .pipes. 11 25 mm nominal outer dia .pipes. 12 providing and fixing g.i. pipes complete with g.i. fittings and clamps, including cutting and making good the walls etc.internal work exposed on wall (a) 15mm dia nominal bore 13 ( b) 25mm ( do ) 14 providing and fixing brass bib cock of approved quality :15 mm nominal bore 15 providing and placing on terrace (at all floor levels) polyethylene water storage tank isi : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank 16 providing and fixing wash basin with c.i. brackets, 15 mm c.p. brass pillar taps,32 mm c.p. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : white vitreous china flat back wash basin size 550x400 mm with single 15 mm c.p. brass pillar tap. 17 providing and fixing p.v.c. waste pipe for sink or wash basin including p.v.c. waste fittings complete. flexible pipe 32 mm dia 18 providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively. 19 providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing circular shape 450mm dia 20 providing and fixing ptmt liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour. weighing not less than 105 gms. 21 providing and fixing white vitreous china pedestal type water closet (european type w.c. pan) with seat and lid, 10 litre low level white p.v.c. flushing cistern with manually controlled device (handle lever), conforming to is : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required w.c. pan with isi marked white solid plastic seat and lid 22 providing and fixing water closet squatting pan (indian type w.c. pan ) with 100mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required white vitreous china orissa pattern w.c. pan of size 580x440mmwith integral type foot rests. 23 steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 24 providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to is : 13753 & is :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 25 providing and fixing 1st quality mat finished ceremic tile size 300x300mm confirming to is : 13755 and is : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). 26 for fixed portion. anodised aluminium (anodised transparent or dyed to required shade according to is: 1868, minimum anodic coating of grade ac 15) 27 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 pvc / neoprene gasket required (fittings shall be paid for separately). anodised aluminium (anodised transparent or dyed to required shade according to is: 1868, minimum anodic coating of grade ac 15) 28 providing and fixing 12mm thick pre laminated particle board flat pressed three layer or graded wood particle board conforming to is: 12823 grade l type ll, in panelling fixed in aluminium doors, windows shutters and partition frames with c.p. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer in charge.pre laminated particle board with decorative lamination on one side and balancing lamination on other side. 29 providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with pvc/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer incharge (cost of aluminium snap beading shall be paid in basic item)with float glass panes of 4.0 mm thickness 30 constructing masonry chamber 60x45x50 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with c.i. double flap surface box 400x200x200 mm (inside) with locking arrangement and rcc top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 ( 1 cement : 5 fine sand :10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design with f.p.s. bricks 31 p&f of heavy duty capacitor start 900/1400 rpm singlephase isi marked exhaust fan,is:2312 marked inexisting opening including making connections testingetc. as required. 300 mm sweep(900/1400 rpm) ...

Department Of Local Bodies - Rajasthan

30483377 various types of work at panwar sankhla shamshan ward no.24, bikaner. earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per mort&h specification clause 301. in all type of soil c. 2 carriage of materials by manual labour including loading, unloading and stacking for lead less than 0.5 km sand, bazri, ballast, kankar. 3 providing and laying lean cement concrete 1:4:8 in sub base over aprepared sub grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600 1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and aintenance of diversion. 4 providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). 5 providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved reflective colour and design having minimun compressive strength of 300 kg/ sq cm. the cc paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. laying procedure on compacted sub base as defined. complete job is to be executed as per the instruction of engineer incharge. the rates to be inclusive of all lead & lifts etc. complete as per specifications 6 brick masonry work in cement mortar with mechanical mixer with first class bricks (min. 10.5 mpa) in foundation (at any level) complete as per drawing and technical specification and as per clause 1000 & 1300 of mort&h specification including all scaffolding material, labour, machinery but excluding pointing and plastering. in cement mortar 1:4 (1 cement : 4 coarse sand) 7 cement plastering including t&p, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 1:4 (1 cement : 4 fine/ coarse sand) 8 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.40mm thick 9 providing corrugated g.s. sheet roofing including vertical/ curved surface fixed with polymer coated j or l hooks, bolts and nuts 8 mm diameter with bitumen and g.i. limpet washers or with g.i. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275gm/m² 10 steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. ...

Public Works Department - Rajasthan

30300574 civil work in police thana gandhi nagar jaipur ( 103 / 2059 / police / sfc / 2021 22 ) providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (is 1038 1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : windows side hung /ventilators top or centre hung (openable) 4.86 sqm 2850.00 13851.0000 inr thirteen thousand eight hundred & fifty one only 2.00 supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. 4.86 sqm 561.00 2726.4600 inr two thousand seven hundred & twenty six and paise forty six only 3.00 providing and fixing square bars or other flat welded to window, ventilatiors etc. 22.00 kg 59.00 1298.0000 inr one thousand two hundred & ninety eight only price schedule (this boq template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. bidders are allowed to enter the bidder name and values only ) percentage boq tender inviting authority: executive engineer pwd city dn iii jaipur name of work: civil work in police thana gandhi nagar jaipur (103/2059/police/sfc/2021 22) contract no: civil work (based on city circle bsr 2019) validate print help 4.00 providing and fixing of double leaf steel shutter for cupboard, the frame is made of pressed steel isi section 80x25 mmx 1.25 mm thick with 1.00 mm ms sheet to spot welded including holdfasts of 15x3mm, ms oxidized fittings such as butt hinges, sliding doors bolts, handles, tower bolts and twin peg etc complete including applying priming coat of approved steel primer of red oxide zinc chromate and spray painting in approved shade with deco paint of approved quality complete as per direction of engineer in charge 35.00 sqm 3541.00 123935.0000 inr one lakh twenty three thousand nine hundred & thirty five only 5.00 renewing glass panes, with putty and nails wherever necessary: float glass panes of thickness 4 mm 15.00 sqm 561.00 8415.0000 inr eight thousand four hundred & fifteen only 6.00 repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead : with cement mortar 1 :4 ( 1 cement : 4 coarse sand) 200.00 sqm 214.00 42800.0000 inr forty two thousand eight hundred only 7.00 plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 25 mm thick. 200.00 sqm 189.00 37800.0000 inr thirty seven thousand eight hundred only 8.00 dismantling of cement concrete platform along with curtain walls and base concrete etc. including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead : upto 1.44 sqm 20.00 sqm 283.00 5660.0000 inr five thousand six hundred & sixty only 9.00 structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: 200.00 kg 70.00 14000.0000 inr fourteen thousand only 10.00 providing and fixing in cm 1 : 4 double paitam (rebated) stone door window and ventilator frames of approved quarry : size 125 x 100mm 25.00 mtr 190.00 4750.0000 inr four thousand seven hundred & fifty only 11.00 p & f 1st qualityvitrified porcelain polished tiles on floor, skirting and steps etc.in different sizes (thickness to be specified by manufactuer) with water absortion less than 0.08% and conforming to is 15622 of approved make in all colour and shade, laid with 20 mm thick cm 1 : 4 including grounting the joints with white cement and matching pigment etc complete. size 600 mm x 600 mm 20.00 sqm 828.00 16560.0000 inr sixteen thousand five hundred & sixty only 12.00 add extra for fixing glazed/ ceramic/ vitrified floor tiles with cement based high polymer modified quick set tile adhesive (water based) conforming to is: 15477 , using 5kg. adhesive per sqm of tile area, in average 3mm thickness instead of cement mortar. 20.00 sqm 116.00 2320.0000 inr two thousand three hundred & twenty only 13.00 providing and fixing horizontal chajja of red/ white sand stone 40 mm thick and upto 80 cm projection in cement mortar 1:4 (1 cement : 4 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 4.80 sqm 803.00 3854.4000 inr three thousand eight hundred & fifty four and paise forty only 14.00 p&f rigid pvc pipe (is:4985 mark) class ii/ (4 kg. /cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia 60.00 mtr 256.00 15360.0000 inr fifteen thousand three hundred & sixty only 15.00 supply and installation of multi rib proofing/cladding sheet manufacture out of 0.50mm tct (total coated thickness) high tensile zinc aluminum alloy coated galvaiumeseel (as per 150gsm zinc aluminum coated 550mpa tuekd strength) confirming to is: 1397/astm a792 sheet to have wide pens 30mm high nb at 250 centre and centre width of 1020mm shets be casted with regular modified plyster system on a continuous with line on centre for face and with a polyster coating respectively sheet shall have proportionality with siphoned plate at made at to prevent leakage sheet shall be fixed by more of sell drilling lift tapping hot dip zinc coated hox head fasterner of size 12x14x55mm long. the sheet shall be supplied in cost one length and foe a minimum up to 12mts with all scaffolding. 50.00 sqm 626.00 31300.0000 inr thirty one thousand three hundred only 16.00 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 300.00 kg 87.00 26100.0000 inr twenty six thousand one hundred only 17.00 kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) for area of each slab from 2001 to 5000 sq.cm 15.00 sqm 930.00 13950.0000 inr thirteen thousand nine hundred & fifty only 18.00 repair of existing steel glazed doors, windows and ventilator, ms sheet door, garge doors, compound wall gates etc. by welding drilling complete include. cost of welding rods and hire charge of welding meachine and tp etc complete 20.00 sqm 302.00 6040.0000 inr six thousand &forty only 19.00 brick work with f.p.s. bricks of class designation 75 in superstructure above plinth level upto floor v level in all shapes and sizes in : cement mortar 1 : 6 (1 cement : 6 coarse sand) 10.00 cum 4536.00 45360.0000 inr forty five thousand three hundred & sixty only 20.00 half brick masonry in superstructure , above plinth level upto floor v level using bricks of designation 75 cement mortar 1 : 6 (1 cement : 6 coarse sand) 50.00 sqm 478.00 23900.0000 inr twenty three thousand nine hundred only 21.00 dismantling stone slab/ terrazo chip flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. 50.00 sqm 73.00 3650.0000 inr three thousand six hundred & fifty only 22.00 carriage of building rubbish stone metal (grit and ballast etc.) including loading unloading etc. complete with 10km. 50.00 cum 143.00 7150.0000 inr seven thousand one hundred & fifty only 23.00 painting top of roofs with bitumen of approved quality at 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete: with residual type petroleum bitumen of penetration 80/100 200.00 sqm 130.00 26000.0000 inr twenty six thousand only 24.00 supplying and fixing in walls machine cut and polished stone shelves, tands and in cm 1:3 with machine cut edges : sand or other approved stone 50mm thick. 10.00 sqm 612.00 6120.0000 inr six thousand one hundred & twenty only 25.00 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 10.00 cum 3002.00 30020.0000 inr thirty thousand &twenty only 26.00 providing and laying app (atactic polypropylene polymer) modified prefabricated five layer 3mm thick water proofing membrane, black finished reinforced with non woven polyester matt consisting of a coat of bitumen primer for bitumen membran @ 0.40 itr/sq.mt. by the same membrane manufacture of density at 25°c, 0.87 0.89 kg/ltr and viscosity 70 160 cps. over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. the vital physical and chemical parameters of the membrane shall be as under joint strength in longitudinal and transverse direction at 23°c as 650/450n/5cm. tear strength in longitudinal and transverse direction as 300/250n. softening point of membrane not less than 150°c. cold flexibility shall be upto 2°c when tested in accordance with astm, d5147. the laying of membrane shall be got done through the authorized applicator of the manufacturer of membrane. 3 mm thick 25.00 sqm 512.00 12800.0000 inr twelve thousand eight hundred only 27.00 providing & laying broken glazed titles on roof ( broken glazed tiles not less than 9 kg/sqm) on top of hot bitumen @ 1.7 kg/sqm. (1.40 kg of vg 40 (30/40 )grade and 0.30 kg/sqm. of vg 10 (80/100) grade) and joints filled with cement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of engineer in charge. 25.00 sqm 288.00 7200.0000 inr seven thousand two hundred only 28.00 providing and fixing external grade board solid core single leaf flush door shutters isi 2202 67 marked using phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure a : 30 mm thick . decorative teak veneer both side 12.60 sqm 2218.00 27946.8000 inr twenty seven thousand nine hundred & forty six and paise eighty only 29.00 extra for providing external lipping with 2nd class teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) over item no. 8.13. 12.60 sqm 128.00 1612.8000 inr one thousand six hundred & twelve and paise eighty only 30.00 providing and laying brick kharanja on roofs with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound in square pattern 75mm to 100mm thick average 20.00 sqm 252.00 5040.0000 inr five thousand &forty only 31.00 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 75mm thick with 20mm thick nominal size aggregate. 30.00 sqm 416.00 12480.0000 inr twelve thousand four hundred & eighty only 32.00 repair to damaged cement plaster of stone chajja with cm 1 : 3 of required thickness on top & bottom as per existing pattern and making patta etc complete up to three floor level as per direction of engineer in charge including all necessary scoffolding etc 10.00 sqm 575.00 5750.0000 inr five thousand seven hundred & fifty only 33.00 making of hole in r.c.c. slab/wall/beams and masonary wall (width up to 450 mm) by core cutting machine complete as per direction of ei diameter above 150mm 2.00 nos 1544.00 3088.0000 inr three thousand &eighty eight only 34.00 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer in charge. 1: 4: 8 or leaner mix. 10.00 cum 357.00 3570.0000 inr three thousand five hundred & seventy only 35.00 demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge. in cement mortar. 5.00 cum 489.00 2445.0000 inr two thousand four hundred & forty five only 36.00 making of hole (width up to 150 mm) in r.c.c. slab/wall/beams by power driven drilling machine complete as per direction of ei above 150 mm thic...

Rajasthan Rajya Vidhyut Utpadan Nigam Limited - Rajasthan

30269939 miscellaneous civil works in erector hostel at thermal colony, kota 1 b 2/ 1.8 earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 mtr. all kinds of soil. 250 174.00 cum 43500.00 2 b 15/ 3.2 providing & laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. 3.2.3 b. m 10 grade nominal mix. 1: 3: 6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size). 70 3083 cum 215810 3 b 34/ 5.23.4 flyash brick masonry with flyash bricks of class designation 75 in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand) 70 3100.00 cum 217000.00 4 b 35/ 5.31.3 half flyash brick masonry in superstructure above plinth level upto floor three level using flyash bricks of class designation 75 in cement mortar 1:6 (1 cement : 6 coarse sand) 10 414.00 sqm 4140.00 5 b 65/ 7.5 providing & fixing ist quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles cofirming to is : 13753 & is : 15622 of size 300mm x 450mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster on walls & pillars ). 50 727.00 sqm 36350.00 tn 4961 6 b 65/ 7.6 providing & fixing ist quality mat finished ceramic tile size 300mm x 300mm confirming to is : 13753 & is : 15622 color such as white, grey, ivory, fume red brown, light green , light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in white cement mixed with pigment to match the shade of tile complete (including the cost of cement mortar bed 1:4) 10 711.00 sqm 7110.00 7 b65/7.7 extra for using marble printed / granite shade or dark shade tiles instead of white, grey, ivory, fume red brown, light green, light blue and other light shades in glazed tiles and mat finished tiles. 25 10perce nt sqm 1817.50 8 b 67/ 7.17.2 p&f 1st quality vitrified porcelain polished tiles on floor, skirting and steps etc. in different sizes (thickness to be specified by the manufacturer) with water absorption ratio less than 0.08% and conforming to is 15622 of approved make in all colour and shade laid with 20 mm thick cm 1 : 4 including grouting the joints with white cement and matching pigment etc. complete : size 600 mm x 600 mm 160 828.00 sqm 132480.00 9 b150/11 .44 random rubble dry stone kharanja under floor. 60 885.00 cum 53100.00 10 b 157/ 12.9.2 plaster on new surface on walls in cement sand mortar 1:6 including racking of joints etc. complete fine finish : 20 mm thick. 150 126.00 sqm 18900.00 11 b179/14 .7.3 demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge. 1 393.00 cum 393.00 12 b 184/ 14.54 dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead. 100 7.80 sqm 780.00 13 b 184/ 14.56.3 dismantling of flooring with care including stacking of serviceable material and disposal of unserviceable material within 50 mtr. lead for : cement concrete flooring 150 51.00 sqm 7650.00 14 g 66/ 4.2 carriage of building rubbish stone metal (grit and ballast etc.) including loading, unloading up to lead of 2 km 100 91.00 cum 9100.00 tn 4961 15 r 74/ 72 providing & fixing of precast concrete interlocking blocks of 60mm thick (m30 grade) manufactured from fully computerized automatic stationary hydraulic vibto perssed machine & full computerized automatic batching plant of class a i as per bs : 6717:2001 the cc interlocking paving blocks be laid on average 50mm thick bed of coarse sand and thejoint is to be filled with fine sand. laying procedure on compacted sub base as defined the work includes earth work in cutting of b/t road, cutting of wbm road and disposal of unserviceable material with all leads & lifts and stacking of serviceable material complete job is to be executed as per the instructions of engineer in charge. the rates to be inclusive of all lead, lifts & taxes general specifactions of blocks : 1. shape : as specified by engineer incharge 2. tensile splitting strength and breaking load as per bs : 6717 2001 3. colour : red colour 4. variation in dimensions : less than 1.6 mm 5. variation in thickness : less than 3.2mm 900 421.00 p.sqm 378900.00 16 b97/8.5 3 supplying & fixing of door & window chokhats / frames by metallic fastener with jointing arrangement confirming to is:4021 1995(ammended 2000 & 2009) made out of composite eco friendly wood confirming to is:1658:2006 with suitable polymer primer termite & water resistive fire technology. 0.1 36000.00 cum 3600.00 17 b87/8.1 8.3 providing and fixing external grade board solid core single leaf flush door shutters isi 2202 67 marked using phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure a :35 mm thick . commercial veneer both side 2 2058.00 sqm 4116.00 18 b88/8.1 9.8 add extra for sunmica 0.8 mm thick. ...

RAJASTHAN COUNCIL OF SCHOOL EDUCATION - Rajasthan

30055123 construction of school work sulkhania civil work at gsss, sulkhnia chhota block rajgarh sl. no. item description 1 part a civil work 2 earth work in excavation by mechanical means ( hydraulic excavator ) / manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sum on plan ) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.all kinds of soils 3 p.c.c. in foundation providing and laying in position cement concrete including curing compaction etc. complete in spcified grade excluding the cost of centering and shuttering all work upto plinth level 1:4:8 ( 1 cement:4 coarse sand :8 gradeed stone aggregate 40 mm nominal size ) . 4 brick work masonary with f.p.s bricks of ist class desgnation in foundation and plinth in. cement sand mortar 1:6 ( 1 cement :6 coarse sand ) 5 dpc: providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 ( 1 cement: 3 coarse sand ) and making good the joints and cost of plastizers ( if required excluding the cost of centering, shuttering and reinforcement . m20 grade nominal mix / design mix. 6 supply & stacking good earth at site complete including loading unloading & transporation etc. 7 brick work masonary with f.p.s bricks of ist class desgnation in supersture above plinth level upto floor vth level in all shapes and sizes in cement mortar 1:6 ( 1 cement :6 coarse sand ) 8 pillar masonary : brick work masonary with f.p.s bricks of ist class desgnation in supersture above plinth level upto floor vth level in all shapes and sizes in cement mortar 1:4 ( 1 cement :4 coarse sand ) 9 stone kharanja: rr dry stone kharanja under floor 10 lintel beams: providing and laying in position specified grade ofcement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 ( 1 cement: 3 coarse sand ) and making good the joints and cost of plastizers ( as required ) excluding the cost of centering, shuttering and reinforcementfor beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. m20 grade nominal mix / design mix 11 slab & beam: providing and laying in position specified grade ofcement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 ( 1 cement: 3 coarse sand ) and making good the joints and cost of plastizers ( as required ) excluding the cost of centering, shuttering and reinforcementfor beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. m20 grade nominal mix / design mix 12 centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for :suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchorblocks, sills, chhajjas, lintel, beam, plinth beam etc. 13 steel reinforcement: p / f reinforcement for rcc work including straightening, cutting, bending, placing in position and binding ( including cost of binding wire ) all complete upto floor five leve tmt bars ( conforming of relevent is code ) . 14 door frames: structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m ) , fixing in position and applying a priming coat of approved steel primer all complete.angle iron ( 40x40x5mm. @ 3 kg / m ) 15 doors: providing and fixing m.s. sheet 1 mm thickdouble leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of engg. incharge but excluding cost of chowkhats: including two coats of anit corrosive red oxide primer paint. add extra for double leaf shutters 16 glazed window:providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 ( 1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size ) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required :partly fixed and partly openable [ fixed area not to exceed 33% ] 17 wire gauge supplying & fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150 mm distance. 18 guard bars: p&f square bars or other flat welded to window / ventilators etc. 19 kota stone slab flooring 25 mm thick over 20 mm ( average ) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 ( 1 cement : 4 coarse sand ) for area of each slab from 2001 to 5000 sq.cm 20 kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm ( average ) thick cement mortar 1:3 ( 1 cement 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete ( for area of each slab upto 2001sqcm ) 21 internal plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished : 12 mm thick 22 external plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished : 20 mm thick 23 plaster ( ceiling ) : 6 mm thick cement plaster to ceiling of mix 1:3 ( 1 cement: 3 fine sand ) 24 black board : plaster on new surface on wall in cement sand mortar 1:3 including raking of joints etc. complete fine finish: 12 mm thick 25 grading roof for water proofing treatment withwater proffing compound: cement concrete 1: 2: 4 ( 1 cement: 2 course sand: 4 greded stone aggregate 20 mm nominal size ) 26 gola: providing gola 75mm x 75mm in cement concrete 1:2:4 ( 1 cement: 2 coarse sand: 4 stoneaggregate 10 mm and down gauge ) including finished with cement mortar 1:3 ( 1 cement: 2 fine sand ) as per standard design. 27 white washing three or more coats to give an even shade on new surfaces . 28 inernal finishing: distempering with dry distemper of approved brand shade ( two or more coats ) of requiredshade new work , over and including priming coat of whiting to give an even shade including all scaffolding. 29 exterior finishing: finishing wall with water proofing cement paint of appd brand & manufacture and of reqd. shade to give an even shade including all scafolding new work ( three or more coats applied at the rate of 3.84 kg / 10 sqm ) 30 painting on doors, windows & ramp raling : painting with syntheitic enamel paint of approved brand and manufacture in all shade to give an even shadenew steel work ( 2 or more coat on new work ) . 31 copping: cement concrete flooring 1:2:4 ( 1 cement: 2 course sand: 4 greded stone aggregate ) finishing with a floating coat of neat cement including cement slurry, making of lines or groove etc. complete but excluding the cost of nosing of steps etc. complete : 40 mm thick with 20 mm thick nominal size aggregate. 32 for rain water p&f rigid pvc pipe ( is:4985 mark ) class ii / ( 4 kg. / cm2. ) approved quality / makeincluding joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia 33 for rain water p&f rigid pvc pipe fittings ( is: 4985 mark ) of approved quality / make including joining the pipe with solvent cement rubber ring and lubricant: bend 87.5110mm dia 34 pipe clip110 mm dia 35 part b electrical work 36 wiring of light point / fan point / exhaust fan point / call bell point with 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper conductor 1.1 kv grade and 1.5 sq. mm nominal size fr pvcinsulated unsheathed flexible copper earth conductor 1.1 kv grade ( is: 694 ) of approved make group 2 37 light point 38 short point ( up to 3 mtr. ) 39 medium point ( up to 6 mtr ) 40 long point ( up to 10 mtr ) 41 fan point 42 short point ( up to 3 mtr. ) 43 medium point ( up to 6 mtr ) 44 long point ( up to 10 mtr ) 45 wiring of 3 pin 5 amp. light plug point with 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper conductor 1.1 kv grade and 1.5 sq. mm nominal size fr pvcinsulated unsheathed flexible copper earth conductor 1.1 kv grade ( is: 694 ) of approved make in surface / reces group on board 46 s & f follwing sizes ( dia. ) of isi marked medium duty pvc conduit along with accessories in surface / recessed using clamps, fastener as required including cutting the wall , covering conduit with wire mess and making good the same as required. group 225 mm dia 47 supplying and drawi;ng fr pvc insulated & unsheathed flexible copper conductor isi marked ( is:694 ) of 1.1 kv grade and approved make in existing surface ofr necessed conduit / casting capping including making connections etc. as required. group 2 48 1 x 1.5 sq. mm 49 2 x 1.5 sq. mm 50 2 x 2.5 sq. mm 51 p & f 240 / 415 v mcb of breaking capacity not less than 10 ka ( b / c / d tripping characteristic ) isi marked is 8828 ( 1996 ) / conforming to iec 60898 in existing board / sheets including making connections with lugs, testing etc. as required. group 2 6 a to 32 a rating 52 p & f recessed / surface mounting heavy duty horizontal type sheet steel distribution board phophatised / powder painted complete with 100 amp copper copper bus bar, shorting link, neutral, earth link and din bar, conforming to is 13032 & is 8623 including making internal db termination with copper lux, testing etc. as reqd. . group 2single door ( single phase ) 8 way 53 p & f strip fluorscent tube fitting fabricated from ( crca sheet and finished with powder coating / stove enamelled non corrosive uv resist ep channel ) complete with accessories ( low loss copperchoke, starter, starter seat ) / electronic choke with terminal block duely prewired with copper conducter including making connection, testing etc. as required ( without tube ) 1x36 watts with occb. group 2 54 p & f fluorscent tube rod in existing fixtures as required, minimum 3 star rating, 36 / 40 watts 55 p / i aying pvc insulated & pvc sheathed cable of 1.1 kv grade with aluminium conductor of is:1554 p i of groups of approved make in ground as per is:1255 including excavation of 30cm x 75cm size trench, 25cm thick under layer of sand, iind class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size 6 sqmm, 4 core arm 56 p & f star rated double ball beari;ng capacitor start, aluminium bodyand blade ceiling fan with down rod upto 30 cm with 3x1.5 sqmm pvc insulated flexible copper conductor making connection testing etc as required.1200 mm sweep 3 star rated 57 p & f is:371 marked 6 amp suffacetype celling roseinculuding making commection testing etc. grup 2 ( e071400 ) 58 p & f isi marked 6 amp bakelite batten / angle holder including making connextion testing etc as required 59 p & f 18 swg ms recessed fan box, hexagonal / round of size 130mm dia, depth 75 mm , 12mm dia rad fan hookwith 100mm length extended on eeach side. gourp 1 60 p & f 18 swg sheet steel boxes duly finisded with two coats of red oxide and with earthing terminal of following sizes ( nominal size ) on surfacae or in recessed as required. 175 mmx 100 mmx60 mm 61 p & f paper phenolic resin bonded laminates confirming to is: 2036 1995 for boxes / frames including making holes for switches etc with brass screws washers / zink plated nut and bolts as required with 3mm thick 62 p & f socket size flush type 120 / 280 watt rotary 5 step fan regulator including making connection testing etc. as required. 63 p & f socket size flush type 120 / 280 watt rotary 5 step fan regulator including making connection testing etc. as required....

RAJASTHAN COUNCIL OF SCHOOL EDUCATION - Rajasthan

30055097 construction of school work sadasar 4 civil work at gsss, sadasar acr 4 block sardarshahar sl. no. item description 1 part a civil work 2 earth work in excavation by mechanical means ( hydraulic excavator ) / manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sum on plan ) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.all kinds of soils 3 p.c.c. in foundation providing and laying in position cement concrete including curing compaction etc. complete in spcified grade excluding the cost of centering and shuttering all work upto plinth level 1:4:8 ( 1 cement:4 coarse sand :8 gradeed stone aggregate 40 mm nominal size ) . 4 brick work masonary with f.p.s bricks of ist class desgnation in foundation and plinth in. cement sand mortar 1:6 ( 1 cement :6 coarse sand ) 5 chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles includingrubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand light shade using shade cement. ) 6 dpc: providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 ( 1 cement: 3 coarse sand ) and making good the joints and cost of plastizers ( if required excluding the cost of centering, shuttering and reinforcement . m20 grade nominal mix / design mix. 7 supply & stacking good earth at site complete including loading unloading & transporation etc. 8 brick work masonary with f.p.s bricks of ist class desgnation in supersture above plinth level upto floor vth level in all shapes and sizes in cement mortar 1:6 ( 1 cement :6 coarse sand ) 9 pillar masonary : brick work masonary with f.p.s bricks of ist class desgnation in supersture above plinth level upto floor vth level in all shapes and sizes in cement mortar 1:4 ( 1 cement :4 coarse sand ) 10 stone kharanja: rr dry stone kharanja under floor 11 lintel beams: providing and laying in position specified grade ofcement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 ( 1 cement: 3 coarse sand ) and making good the joints and cost of plastizers ( as required ) excluding the cost of centering, shuttering and reinforcementfor beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. m20 grade nominal mix / design mix 12 slab & beam: providing and laying in position specified grade ofcement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 ( 1 cement: 3 coarse sand ) and making good the joints and cost of plastizers ( as required ) excluding the cost of centering, shuttering and reinforcementfor beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. m20 grade nominal mix / design mix 13 centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for :suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchorblocks, sills, chhajjas, lintel, beam, plinth beam etc. 14 steel reinforcement: p / f reinforcement for rcc work including straightening, cutting, bending, placing in position and binding ( including cost of binding wire ) all complete upto floor five leve tmt bars ( conforming of relevent is code ) . 15 door frames: structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m ) , fixing in position and applying a priming coat of approved steel primer all complete.angle iron ( 40x40x5mm. @ 3 kg / m ) 16 doors: providing and fixing m.s. sheet 1 mm thickdouble leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of engg. incharge but excluding cost of chowkhats: including two coats of anit corrosive red oxide primer paint. add extra for double leaf shutters 17 glazed window:providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 ( 1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size ) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required :partly fixed and partly openable [ fixed area not to exceed 33% ] 18 wire gauge supplying & fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150 mm distance. 19 guard bars: p&f square bars or other flat welded to window / ventilators etc. 20 kota stone slab flooring 25 mm thick over 20 mm ( average ) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 ( 1 cement : 4 coarse sand ) for area of each slab from 2001 to 5000 sq.cm 21 kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm ( average ) thick cement mortar 1:3 ( 1 cement 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete ( for area of each slab upto 2001sqcm ) 22 internal plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished : 12 mm thick 23 external plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished : 20 mm thick 24 plaster ( ceiling ) : 6 mm thick cement plaster to ceiling of mix 1:3 ( 1 cement: 3 fine sand ) 25 black board : plaster on new surface on wall in cement sand mortar 1:3 including raking of joints etc. complete fine finish: 12 mm thick 26 grading roof for water proofing treatment withwater proffing compound: cement concrete 1: 2: 4 ( 1 cement: 2 course sand: 4 greded stone aggregate 20 mm nominal size ) 27 gola: providing gola 75mm x 75mm in cement concrete 1:2:4 ( 1 cement: 2 coarse sand: 4 stoneaggregate 10 mm and down gauge ) including finished with cement mortar 1:3 ( 1 cement: 2 fine sand ) as per standard design. 28 white washing three or more coats to give an even shade on new surfaces . 29 inernal finishing: distempering with dry distemper of approved brand shade ( two or more coats ) of requiredshade new work , over and including priming coat of whiting to give an even shade including all scaffolding. 30 exterior finishing: finishing wall with water proofing cement paint of appd brand & manufacture and of reqd. shade to give an even shade including all scafolding new work ( three or more coats applied at the rate of 3.84 kg / 10 sqm ) 31 painting on doors, windows & ramp raling : painting with syntheitic enamel paint of approved brand and manufacture in all shade to give an even shadenew steel work ( 2 or more coat on new work ) . 32 copping: cement concrete flooring 1:2:4 ( 1 cement: 2 course sand: 4 greded stone aggregate ) finishing with a floating coat of neat cement including cement slurry, making of lines or groove etc. complete but excluding the cost of nosing of steps etc. complete : 40 mm thick with 20 mm thick nominal size aggregate. 33 for rain water p&f rigid pvc pipe ( is:4985 mark ) class ii / ( 4 kg. / cm2. ) approved quality / makeincluding joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia 34 for rain water p&f rigid pvc pipe fittings ( is: 4985 mark ) of approved quality / make including joining the pipe with solvent cement rubber ring and lubricant: bend 87.5110mm dia 35 pipe clip110 mm dia 36 supply & fixing of stainless steel pipe railing for ramp railing height, 90 cm. with 40 mm dia stainless steel pipe with 18 gauge with drop ( vertical post ) at 90 cm c / c and intermidiate horizontal pipe with suitable height of same size and gauge with coupling, grinding and polishing & fix of master pieces as per required point as per approved design of engineer incharge. 37 providing and fixing 20 mm thick precast terrazo tiles of approved make, with marble chips of size upto 6mm laid over roof with neat cement slurry mixed with pigment to match the shade of the tiles, including cutting , grinding rubbing with machinecomplete on 20 mm thick bed of cement sand mortar 1 : 4. 38 part b electrical work 39 wiring of light point / fan point / exhaust fan point / call bell point with 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper conductor 1.1 kv grade and 1.5 sq. mm nominal size fr pvcinsulated unsheathed flexible copper earth conductor 1.1 kv grade ( is: 694 ) of approved make group 2 40 light point 41 short point ( up to 3 mtr. ) 42 medium point ( up to 6 mtr ) 43 long point ( up to 10 mtr ) 44 fan point 45 short point ( up to 3 mtr. ) 46 medium point ( up to 6 mtr ) 47 long point ( up to 10 mtr ) 48 wiring of 3 pin 5 amp. light plug point with 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper conductor 1.1 kv grade and 1.5 sq. mm nominal size fr pvcinsulated unsheathed flexible copper earth conductor 1.1 kv grade ( is: 694 ) of approved make in surface / reces group on board 49 s & f follwing sizes ( dia. ) of isi marked medium duty pvc conduit along with accessories in surface / recessed using clamps, fastener as required including cutting the wall , covering conduit with wire mess and making good the same as required. group 225 mm dia 50 supplying and drawi;ng fr pvc insulated & unsheathed flexible copper conductor isi marked ( is:694 ) of 1.1 kv grade and approved make in existing surface ofr necessed conduit / casting capping including making connections etc. as required. group 2 51 1 x 1.5 sq. mm 52 2 x 1.5 sq. mm 53 2 x 2.5 sq. mm 54 p & f 240 / 415 v mcb of breaking capacity not less than 10 ka ( b / c / d tripping characteristic ) isi marked is 8828 ( 1996 ) / conforming to iec 60898 in existing board / sheets including making connections with lugs, testing etc. as required. group 2 6 a to 32 a rating 55 p & f recessed / surface mounting heavy duty horizontal type sheet steel distribution board phophatised / powder painted complete with 100 amp copper copper bus bar, shorting link, neutral, earth link and din bar, conforming to is 13032 & is 8623 including making internal db termination with copper lux, testing etc. as reqd. . group 2single door ( single phase ) 8 way 56 p & f strip fluorscent tube fitting fabricated from ( crca sheet and finished with powder coating / stove enamelled non corrosive uv resist ep channel ) complete with accessories ( low loss copperchoke, starter, starter seat ) / electronic choke with terminal block duely prewired with copper conducter including making connection, testing etc. as required ( without tube ) 1x36 watts with occb. group 2 57 p & f fluorscent tube rod in existing fixtures as required, minimum 3 star rating, 36 / 40 watts 58 p / i aying pvc insulated & pvc sheathed cable of 1.1 kv grade with aluminium conductor of is:1554 p i of groups of approved make in ground as per is:1255 including excavation of 30cm x 75cm size trench, 25cm thick under layer of sand, iind class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size 6 sqmm, 4 core arm 59 p & f star rated double ball beari;ng capacitor start, aluminium bodyand blade ceiling fan with down rod upto 30 cm with 3x1.5 sqmm pvc insulated flexible copper conductor making connection testing etc as required.1200 mm sweep 3 star rated 60 p & f is:371 marked 6 amp suffacetype celling roseinculuding making commection testing etc. grup 2 ( e071400 ) 61 p & f isi marked 6 amp bakelite batten / angle holder including making connextion testing etc as required 62 p & f 18 swg ms recessed fan box, hexagonal / round of size 130mm dia, depth 75 mm , 12mm dia rad fan hookwith 100mm length extended on eeach side. gourp 1 63 p & f 18 swg sheet steel boxes duly finisded with two coats of red oxide and with earthing terminal of following sizes ( nominal size ) on surfacae or in recessed as required. 175 mmx 100 mmx60 mm 64 p & f paper phenolic resin bonded laminates confirming to is: 2036 1995 for boxes / frames including making holes for switches etc with brass screws washers / zink plated nut and bolts as required with 3mm thick 65 p & f socket size flush type 120 / 280 watt rotary 5 step fan regulator including making connection testing etc. as required. 66 p & f socket size flush type 120 / 280 watt rotary 5 step fan regulator including making connection testing etc. as required....

RAJASTHAN COUNCIL OF SCHOOL EDUCATION - Rajasthan

30055059 construction of school dhigarla name of work: civil work at gsss, dhigarla block rajgarh 1.01 part a civil work 1.02 earth work in excavation by mechanical means (hydraulic excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.all kinds of soils 1.03 p.c.c. in foundation providing and laying in position cement concrete including curing compaction etc. complete in spcified grade excluding the cost of centering and shuttering all work upto plinth level 1:4:8(1 cement:4 coarse sand :8 gradeed stone aggregate 40 mm nominal size). 1.04 brick work masonary with f.p.s bricks of ist class desgnation in foundation and plinth in. cement sand mortar 1:6 ( 1 cement :6 coarse sand) 1.05 chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand light shade using shade cement.) 1.06 dpc: providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required excluding the cost of centering, shuttering and reinforcement . m20 grade nominal mix/design mix. 1.07 supply & stacking good earth at site complete including loading unloading & transporation etc. 1.08 brick work masonary with f.p.s bricks of ist class desgnation in supersture above plinth level upto floor vth level in all shapes and sizes in cement mortar 1:6 ( 1 cement :6 coarse sand) 1.09 pillar masonary : brick work masonary with f.p.s bricks of ist class desgnation in supersture above plinth level upto floor vth level in all shapes and sizes in cement mortar 1:4 ( 1 cement :4 coarse sand) 1.10 stone kharanja: rr dry stone kharanja under floor 1.11 lintel beams: providing and laying in position specified grade of cement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( as required) excluding the cost of centering, shuttering and reinforcement for beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. m20 grade nominal mix / design mix 1.12 slab & beam: providing and laying in position specified grade of cement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( as required) excluding the cost of centering, shuttering and reinforcement for beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. m20 grade nominal mix / design mix 1.13 centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. 1.14 steel reinforcement: p/f reinforcement for rcc work including straightening,cutting, bending, placing in position and binding (including cost of binding wire) all complete upto floor five leve tmt bars (conforming of relevent is code). 1.15 door frames: structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete. angle iron (40x40x5mm. @ 3 kg/m) 1.16 doors: providing and fixing m.s. sheet 1 mm thick double leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of engg. incharge but excluding cost of chowkhats: including two coats of anit corrosive red oxide primer paint. add extra for double leaf shutters 1.17 glazed window:providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required :partly fixed and partly openable [ fixed area not to exceed 33%] 1.18 wire gauge supplying & fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150 mm distance. 1.19 guard bars: p&f square bars or other flat welded to window/ventilators etc. 1.20 kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) for area of each slab from 2001 to 5000 sq.cm 1.21 kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete(for area of each slab upto 2001 sqcm) 1.22 internal plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished : 12 mm thick 1.23 external plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished : 20 mm thick 1.24 plaster(ceiling): 6 mm thick cement plaster to ceiling of mix 1:3 (1 cement: 3 fine sand) 1.25 black board : plaster on new surface on wall in cement sand mortar 1:3 including raking of joints etc. complete fine finish: 12 mm thick 1.26 grading roof for water proofing treatment with water proffing compound: cement concrete 1: 2: 4 (1 cement: 2 course sand: 4 greded stone aggregate 20 mm nominal size) 1.27 gola: providing gola 75mm x 75mm in cement concrete 1:2:4(1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge) including finished with cement mortar 1:3(1 cement: 2 fine sand) as per standard design. 1.28 white washing three or more coats to give an even shade on new surfaces . 1.29 inernal finishing: distempering with dry distemper of approved brand shade ( two or more coats ) of required shade new work , over and including priming coat of whiting to give an even shade including all scaffolding. 1.30 exterior finishing: finishing wall with water proofing cement paint of appd brand & manufacture and of reqd. shade to give an even shade including all scafolding new work (three or more coats applied at the rate of 3.84 kg/10 sqm) 1.31 painting on doors, windows & ramp raling : painting with syntheitic enamel paint of approved brand and manufacture in all shade to give an even shade new steel work (2 or more coat on new work). 1.32 copping: cement concrete flooring 1:2:4 (1 cement: 2 course sand: 4 greded stone aggregate) finishing with a floating coat of neat cement including cement slurry, making of lines or groove etc. complete but excluding the cost of nosing of steps etc. complete : 40 mm thick with 20 mm thick nominal size aggregate. 1.33 for rain water p&f rigid pvc pipe (is:4985 mark) class ii/ (4 kg. /cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia 1.34 for rain water p&f rigid pvc pipe fittings (is: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: bend 87.5 110mm dia 1.35 pipe clip 110 mm dia 1.36 supply & fixing of stainless steel pipe railing for ramp railing height, 90 cm. with 40 mm dia stainless steel pipe with 18 gauge with drop ( vertical post) at 90 cm c/c and intermidiate horizontal pipe with suitable height of same size and gauge with coupling, grinding and polishing & fix of master pieces as per required point as per approved design of engineer incharge. 2.00 part b electrical work 2.01 wiring of light point/fan point/exhaust fan point/ call bell point with 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper conductor 1.1 kv grade and 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper earth conductor 1.1 kv grade (is: 694) of approved make group 2 2.02 light point 2.03 short point (up to 3 mtr.) 2.04 medium point (up to 6 mtr) 2.05 long point (up to 10 mtr) 2.06 fan point 2.07 short point (up to 3 mtr.) 2.08 medium point (up to 6 mtr) 2.09 long point (up to 10 mtr) 2.10 wiring of 3 pin 5 amp. light plug point with 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper conductor 1.1 kv grade and 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper earth conductor 1.1 kv grade (is: 694) of approved make in surface/reces group on board 2.11 s & f follwing sizes (dia.) of isi marked medium duty pvc conduit along with accessories in surface/ recessed using clamps, fastener as required including cutting the wall , covering conduit with wire mess and making good the same as required. group 2 25 mm dia 2.12 supplying and drawi;ng fr pvc insulated & unsheathed flexible copper conductor isi marked (is:694) of 1.1 kv grade and approved make in existing surface ofr necessed conduit/ casting capping including making connections etc. as required. group 2 2.13 1 x 1.5 sq. mm 2.14 2 x 1.5 sq. mm 2.15 2 x 2.5 sq. mm 2.16 p & f 240/415 v mcb of breaking capacity not less than 10 ka (b/c/d tripping characteristic) isi marked is 8828 (1996)/conforming to iec 60898 in existing board/ sheets including making connections with lugs, testing etc. as required. group 2 6 a to 32 a rating 2.17 p & f recessed/ surface mounting heavy duty horizontal type sheet steel distribution board phophatised/ powder painted complete with 100 amp copper copper bus bar, shorting link, neutral, earth link and din bar, conforming to is 13032 & is 8623 including making internal db termination with copper lux, testing etc. as reqd. . group 2 single door(single phase) 8 way 2.18 p & f strip fluorscent tube fitting fabricated from (crca sheet and finished with powder coating/stove enamelled non corrosive uv resist ep channel) complete with accessories(low loss copperchoke, starter, starter seat)/electronic choke with terminal block duely prewired with copper conducter including making connection, testing etc. as required(without tube)1x36 watts with occb. group 2 2.19 p & f fluorscent tube rod in existing fixtures as required, minimum 3 star rating,36/40 watts 2.20 p/i aying pvc insulated & pvc sheathed cable of 1.1 kv grade with aluminium conductor of is:1554 p i of groups of approved make in ground as per is:1255 including excavation of 30cm x 75cm size trench, 25cm thick under layer of sand, iind class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size 6 sqmm, 4 core arm 2.21 p & f star rated double ball beari;ng capacitor start, aluminium body and blade ceiling fan with down rod upto 30 cm with 3x1.5 sqmm pvc insulated flexible copper conductor making connection testing etc as required.1200 mm sweep 3 star rated 2.22 p & f is:371 marked 6 amp sufface type celling rose inculuding making commection testing etc. grup 2 (e071400) 2.23 p & f isi marked 6 amp bakelite batten/ angle holder including making connextion testing etc as required 2.24 p & f 18 swg ms recessed fan box, hexagonal/round of size 130mm dia, depth 75 mm , 12mm dia rad fan hook with 100mm length extended on eeach side. gourp 1 2.25 p & f 18 swg sheet steel boxes duly finisded with two coats of red oxide and with earthing terminal of following sizes (nominal size) on surfacae or in recessed as required. 175 mmx 100 mmx60 mm 2.26 p & f paper phenolic resin bonded laminates confirming to is: 2036 1995 for boxes/frames including making holes for switches etc with brass screws washers/zink plated nut and bolts as required with 3mm thick 2.27 p & f socket size flush type 120/280 watt rotary 5 step fan regulator including making connection testing etc. as required. ...

Development Authority - Rajasthan

29824283 miscellaneous civil works in albert hall, jaipur. plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish :25 mm thick. 2 cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate ) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.75mmthickwith20mmthicknominalsizeaggregate. 3 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats, or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 4 providing and fixing welded mesh / expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete ( excluding frame work ) of size.welded mesh 25 mmx 25 mm x 2.1 mm 5 supply and installation of multi rib proofing / cladding sheet manufacture out of0.50mm tct ( total coated thickness ) high tensile zinc aluminum alloy coated galvaiumeseel ( as per 150gsm zinc aluminum coated 550mpa tuekd strength ) confirming to is: 1397 / astm a 792 sheet to have wide pens 30mm high nb at 250 centre and centre width of 1020mm shets be casted with regular modified plyster system on a continuous with line on centre for face and with a polyster coating respectively sheet shall have proportionality with siphoned plate at made at to prevent leakage sheet shall be fixed by more of sell drilling lift tapping hot dip zinc coated hox head fasterner of size 12x14x55mm long. the sheet shall be supplied in cost one length and foe a minimum up to 12mts with all scaffolding. 6 steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m ) fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. hot finished welded type tubes. 7 painting with synthetic enamel paint of approved brand and manufacture togive an even shade : two or more coats on new work 8 providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compoundconsisting of applying : a ) after surface preparation, first layer of slurry of cement @ 0.488 kg / sqm mixed with water proffing cement compound@ 0.253 kg / sqm.b ) laying secondlayer of fiber glass clothwhen the first layer is still green. overlaps of joints of fiber cloth should not be less than 10 cm .c ) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289kg / sqm mixed with water proffing cement compound@ 0.670kg / sqm and coarse sand @ 1.289 kg / sqm. this will be allowed to air cure for4 hours followed by water curing for 48 hours. the entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all aroundd ) fourth and final layer of brick tiling ‘with cement mortar or any other approved protective coarse. ( which will be paid for separately ) for the purpose of measurement the entire treated surface will be measured 9 providing & fixing uv stabilised fiberglass reinforced plastic sheet roofing upto any pitch including fixing with polymer coated ‘j’ or ‘l’ hooks, bolts & nuts 8mm dia. g.i plain / bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. the sheets shall be manufactured out of 2400 tex panel rovigs incorporating minimum 0.3% ultra voilet stabiliser in resin system under approximately 2400 psi and hot cured. they shall be of uniform pigmentation and thickness without air pockets and shall confoim to is 10192 and is 12866.the sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified.5.0mm thick ( wt. 8.4 kg. / mtr. sq. ) 10 construction of chamber in all type of soil with 300 mm thick masonry in cm 1:6 m, 10 cm thick c.c. 1:5:10 in foundation, 20mm thick insider plaster in cm 1:6, finished with floating neat cement, 50mm thick m 15 grade c.c. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.inside size 300 x 300 mm depth upto 0.5 mcement cover with frame. 11 raising manhole cover and frames slab to required level including dismantling existing slab and making good the damage as required ( raising depth of manhole masonry to be paid separately ) .rectangular manhole 90x60 cm 12 labour charges for making connection of sewer line through main hole. 13 construction of manhole in all type of soil inner size 90 x 60 cm. 300 mm thick masonry in cm 1:6, 10 cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in cm 1:6, finished with floating neat cement, 50mm thick m 15 grade c.c. flooring, making channels, 80mm thick stone slab covering with 40mm thick m 15 grade c.c. flooring, cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead.depth up to 0.5 m 14 add extra over item 3.19.1 for every additional 0.10m depth above 0.5 m depth. 15 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. m15 grade nominal mix 1: 2: 4 ( 1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size ) . 16 emptying of septic tank , soakage well etc. by disposing or sludge upto 5 km. lead & taking out sewage including cleaning of site. 17 carriage of earth, sand, lime, morrum manure or sludge incl. loading unloading and transportation etc. complete with a lead of 10 kms....

Department Of Local Bodies - Rajasthan

29548213 miscellaneous work near nandeshwar mahadev temple, w.no. providing and fixing granite stone slab mirror polished and machine edge cut in walls, pillars, steps, shelves, sills counters, floors etc. laid on 12mm (av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.south (red) above 3601 cm2 slabs. 2 random rubble masonry with hard stone in superstructure above plinth level and upto two stories.cement mortar 1:6 (1 cement : 6 coarse sand). 3 pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : flush/ ruled pointing. 4 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. new work (two or more coats) over and including priming coat with cement primer. 5 52 mm thick cement concrete flooring with concrete hardener topping under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume. hardening compound is mixed @ 2 litre per 50kg of cement or as per manufactures specifications. this includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 6 steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 7 providing 10 mm thick plaster of paris (gypsum anhydrous) ceiling upto a height of 5 m above floor level over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work to be paid separately) :flat surfaces ...

Department Of Local Bodies - Rajasthan

29535018 miscellaneous work near nandeshwar mahadev temple, w.no. 3. providing and fixing granite stone slab mirror polished and machine edge cut in walls, pillars, steps, shelves, sills counters, floors etc. laid on 12mm (av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.south (red) above 3601 cm2 slabs. 55.000 sqm 4800.00 264000.00 inr two lakh sixty four thousand only 2 random rubble masonry with hard stone in superstructure above plinth level and upto two stories.cement mortar 1:6 (1 cement : 6 coarse sand). 10.000 cum 3812.00 38120.00 inr thirty eight thousand one hundred & twenty only 3 pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : flush/ ruled pointing. 30.000 sqm 141.00 4230.00 inr four thousand two hundred & thirty only 4 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. new work (two or more coats) over and including priming coat with cement primer. 80.000 sqm 86.00 6880.00 inr six thousand eight hundred & eighty only price schedule (this boq template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. bidders are allowed to enter the bidder name and values only ) percentage boq tender inviting authority: commissioner, municipal council, pali name of work: miscellanious work near nandeshwar mahadev temple, w.no. 3. contract no: validate print help 5 52 mm thick cement concrete flooring with concrete hardener topping under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume. hardening compound is mixed @ 2 litre per 50kg of cement or as per manufactures specifications. this includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 25.000 sqm 461.00 11525.00 inr eleven thousand five hundred & twenty five only 6 steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 150.000 kg. 87.50 13125.00 inr thirteen thousand one hundred & twenty five only 7 providing 10 mm thick plaster of paris (gypsum anhydrous) ceiling upto a height of 5 m above floor level over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work to be paid separately) :flat surfaces 26.000 sqm 924.00 24024.00 inr twenty four thousand &twenty four only total in figures 361904.00 inr three lakh sixty one thousand nine hundred & four only quoted rate in figures select 0.00 inr zero only quoted rate in words inr zero only name of the bidder/ bidding firm / company : number # text # number # text # number number # text # sl. no. item description quantity units estimated rate in rs. p total amount without taxes in rs. p total amount in words 1 2 4 5 6 53 55 1 supply & fixing of stainless steel pipe railing for ramp railing height, 90 cm. with 40 mm dia stainless steel pipe with 18 gauge with drop (vertical post) at 90 cm. c/c and intermidiate horizontal pipe with suitable height of same size and gauge with coupling, grinding and polishing & fix of master pieces as per required point as per approved design of engineer incharg ...