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construction of phase b works at jnv madhubani ( bihar ) 1 guest house ( civil works ) 2 earth work 3 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 4 all kinds of soil 5 filling available excavated earth ( excluding rock ) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 6 supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 7 excavating, supplying and filling of local earth ( including royalty ) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 8 concrete work 9 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level : 10 1:5:10 ( 1 cement : 5 coarse sand ( zone iii ) : 10 graded stone aggregate 40 mm nominal size ) 11 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 : 12 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) . 13 providing and laying damp proof course 40mm thick with cement concrete 1:2:4 ( 1 cement : 2 coarse sand ( zone iii ) : 4 graded stone aggregate 12.5mm nominal size ) 14 providing & applying a coat of residual petroleum bitumen of grade of vg 10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 15 making plinth protection 50mm thick of cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 16 reinforcedcementconcrete 17 centering and shuttering including strutting, propping etc. and removal of form for all heights: 18 foundations, footings, bases of columns, etc. for mass concrete 19 columns, pillars, piers, abutments, posts and struts 20 small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like 21 edges of slabs and breaks in floors and walls 22 under 20 cms wide 23 suspended floors, roofs, landings, balconies and access platform. 24 lintels, beams, plinth beams, girders, bressumers and cantilevers. 25 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 26 thermo mechanically treated bars of grade fe 500d or more. 27 add for plaster drip course / groove in plastered surface or moulding to r.c.c. projections. 28 providing and laying in position machine batched and machine mixed design mix m 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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.“ ( note : cement content considered in this item is @ 330 kg / cum.“excess / less cement used as per design mix is payable / recoverable separately ) . 29 all works upto plinth level 30 all works above plinth level upto floor v level 31 brick work 32 brick work with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 in foundation and plinth in: 33 cement mortar 1:6 ( 1 cement : 6 coarse sand ) 34 providing and laying autoclaved aerated cement blocks masonry with 150mm / 230mm / 300 mm thick aac blocks in super structure above plinth level up to floor v level with rcc band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of engineer in charge. ( the payment of rcc band and reinforcement shall be made for seperately ) . 35 half brick masonry with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 in superstructure above plinth level up to floor v level. 36 cement mortar 1:4 ( 1 cement :4 coarse sand ) 37 extra for providing and placing in position 2 nos 6mm dia. m.s. bars at every third course of half brick masonry. 38 brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 including grouting with cement mortar 1:4 ( 1 cement : 4 fine sand ) . 39 marble work 40 providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand ) , joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 41 granite of any colour and shade 42 area of slab over 0.50 sqm 43 providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by engineer in charge. 44 granite work 45 extra for fixing marble / granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. 46 extra for providing opening of required size & shape for wash basin / kitchen sink in kitchen platform, vanity counter and similar location in marble / granite / stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 47 wood work & pvc work 48 providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately ) . 49 second class teak wood 50 extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. ( area of opening for glass panes excluding portion inside rebate shall be measured ) . 51 providing and fixing isi marked flush door shutters conforming to is : 2202 ( part i ) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 52 25 mm thick ( for cupboard ) including isi marked nickel plated bright finished m.s. piano hinges is : 3818 marked with necessary screws 53 providing and fixing isi marked flush door shutters conforming to is : 2202 ( part i ) non decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 54 35 mm thick including isi marked stainless steel butt hinges with necessary screws 55 extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters ( over all area of door shutter to be measured ) . 56 providing and fixing wire gauge shutters using galvanized m.s. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 57 35 mm thick shutters 58 kiln seasoned and chemically treated hollock wood 59 providing and fixing m.s. grills of required pattern in frames of windows etc. with m.s. flats, square or round bars etc. including priming coat with approved steel primer all complete. 60 fixed to steel windows by welding 61 providing and fixing fly proof galvanized m.s. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. 62 with 12 mm mild steel u beading 63 providing and fixing oxidised m.s. casement stays ( straight peg type ) with necessary screws etc. complete. 64 250 mm weighing not less than 150 gms 65 providing and fixing aluminium sliding door bolts, isi marked anodised ( anodic coating not less than grade ac 10 as per is : 1868 ) , transparent or dyed to required colour or shade, with nuts and screws etc. complete : 66 250x16 mm 67 providing and fixing aluminium tower bolts, isi marked, anodised ( anodic coating not less than grade ac 10 as per is : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 68 200x10 mm 69 providing and fixing aluminium handles, isi marked, anodised ( anodic coating not less than grade ac 10 as per is : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 70 125 mm 71 providing and fixing aluminium hanging floor door stopper, isi marked, anodised ( anodic coating not less than grade ac 10 as per is : 1868 ) transparent or dyed to required colour and shade, with necessary screws etc. complete. 72 twin rubber stopper 73 providing & fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to is : 2046 type s, including cost of adhesive of approved quality. 74 1.5 mm thick 75 providing and fixing cup board shutters with 25 mm thick veneered particle board is : 3097 marked, exterior grade ( grade i ) , of approved make, including iind class teak wood lipping of 25 mm wide x 12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of engineer in charge. 76 with decorative veneering on one side and commercial veneering on other side 77 providing and fixing factory made upvc white colour sliding glazed window upto 1.50 m in height dimension comprising of upvc multi chambered frame with in built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length ( shape & size according to upvc profile ) , appropriate dimension of upvc extruded glazing beads and upvc extruded interlocks, epdm gasket, wool pile, zinc alloy ( white powder coated ) touch locks with hook, zinc alloy body with single nylon rollers ( weight bearing capacity to be 40 kg ) , g.i fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. after fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of engineer in charge. ( single / double glass panes, wire mesh and silicon sealent shall be paid separately ) . variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 78 three track three panels sliding window with fly proof s.s wire mesh ( two nos. glazed & one no. wire mesh panels ) made of ( big series ) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. ( area of window above 1.75 sqm ) . 79 providing and fixing isi marked oxidised m.s. single acting spring hingeswith necessary screws etc. complete : 80 150 mm 81 providing and fixing oxidised m.s. hasp and staple ( safety type ) conforming to is : 363 with necessary screws etc. complete : 82 90 mm 83 providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 84 75 mm 85 providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling etc. with iron screws, plugs and priming coat on unexposed surface etc. complete 2nd class teak wood. 86 50x50 mm ( base and height ) 87 float glass panes 88 4.0 mm thick glass panes ( weight not less than 10 kg / sqm ) . 89 steel work 90 providing and fixing factory made isi marked steel glazed doors, windows and ventilators, side / top / centre hung, with beading and all members such as f7d, f4b, k11 b and k12 b etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, ( sectional weight of only steel members shall be measured for payment ) . 91 fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) 92 providing and fixing t iron frames for doors, windows and ventilators of mild steel tee sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 93 fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) 94 providing and fixing circular / hexagonal cast iron or m.s. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick m.s. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron / m.s. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. clamp shall be made of 12 mm dia m.s. bar bent to shape as per standard drawing. 95 providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 96 4.0 mm thick glass panes 97 flooring 98 kota stone slab flooring 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 ) : 99 25 mm thick. 100 providing and fixing glass strips in joints of terrazo / cement concrete floors. 101 40 mm wide and 4 mm thick 102 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 polishing complete. 103 extra for pre finished nosing in treads of steps of kota stone / sand stone slab. 104 extra for kota stone / sand stone in treads of steps and risers using single length up to 1.05 metre. 105 providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 ( thickness to be specified by the manufacturer ) , of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer in charge, in skirting, 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 @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 106 providing and laying ceramic glazed floor tiles of size 300x300 mm ( 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, laid on 20 mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand ) , jointing with grey cement slurry @ 3.3kg / sqm including pointing the joints with white cement and matching pigment etc., complete. 107 providing and laying vitrified floor tiles in different sizes ( thickness to be specified by the manufacturer ) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand ) , jointing with grey cement slurry @ 3.3kg / sqm including grouting the joints with white cement and matching pigments etc., complete. 108 size of tile 600x600 mm 109 providing and laying vitrified tiles in different sizes ( thickness to be specified by manufacturer ) , with water absorption less than 0.08 % and conforming to i.s. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 ( 1 cement: 3 coarse sand ) , jointing with grey cement slurry @ 3.3kg / sqm including grouting the joint with white cement & matching pigments etc. complete. 110 size of tile 600x600 mm 111 roofing 112 providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 ( 1 cement : 3 fine sand ) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 ( 1 cement : 3 fine sand ) and finished neat. 113 with common burnt clay f.p.s. ( non modular ) brick tilesof class designation 10 114 making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size ) over p.v.c. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 ( 1 cement : 3 coarse sand ) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 115 finishing 116 12 mm cement plaster of mix 117 1:6 ( 1 cement: 6 coarse sand ) 118 15 mm cement plaster on rough side of single or half brick wall of mix: 119 1:6 ( 1 cement: 6 coarse sand ) 120 cement plaster 1:3 ( 1 cement: 3 coarse sand ) finished with a floating coat of neat cement. 121 20 mm cement plaster 122 6mm cement plaster of mix 123 1:3 ( 1 cement : 3 fine sand ) 124 white washing with lime to give an even shade : 125 new work ( three or more coats ) 126 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 127 new work ( two or more coats ) over and including water thinnable priming coat with cement primer 128 finishing walls with premium acrylic smooth exterior paint withsilicone additives of required shade: 129 new work ( two or more coats applied @ 1.43 ltr / 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg / 10 sqm ) 130 applying priming coat: 131 with ready mixed pink or grey primer of approved brand and manufacture on wood work ( hard and soft wood ) 132 with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron / steel works 133 painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 134 two or more coats on new work 135 painting with black anti corrosive bitumastic paint of approved brand and manufacture to give an even shade : 136 two or more coats on new work 137 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 138 water proofing 139 providing and laying in situ seven course water proofing treatment with app ( atactic poly propylene ) modified polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 kg / sqm, which shall consist of blown type bitumen of grade 85 / 25 conforming to is : 702, 3rd and 5th layers of roofing membrane app modified polymeric membrane 1.5 mm thick of 2.25 kg / sqm weight consisting of five layers prefabricated with centre core as 20 micron hmhdpe film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron hmhdpe film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 ( 1cement : 3 fine sand ) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 ( 1 cement : 3 fine sand ) and finished neat ( item of laying brick tiles shall be paid for separately ) . 140 providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 ( 1 cement : 3 fine sand ) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 ( 1 cement : 3 fine sand ) and finished neat: 12.19.1 with common burnt clay f.p.s. ( non modular ) brick tilesof class designation 10 141 earth work 142 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 143 all kinds of soil. 144 excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 145 all kinds of soil 146 pipes, cables etc, not exceeding 80 mm dia. 147 pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 148 filling available excavated earth ( excluding rock ) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 149 roofing 150 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, ( i ) single socketed pipes. 151 110 mm diameter 152 providing and fixing on wall face unplasticised pvc moulded fittings / accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. 153 coupler 154 110 mm 155 bend 87.5° 156 110 mm bend 157 shoe ( plain ) 158 110 mm shoe 159 providing and fixing unplasticised pvc pipe clips of approved design to unplasticised pvc rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with m.s. screws of required length, including cutting brick work and fixing in cement mortar 1:4 ( 1 cement : 4 coarse sand ) and making good the wall etc. complete. 160 110 mm 161 providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 162 sanitary installations 163 providing and fixing water closet squatting pan ( indian type w.c. pan ) with 100 mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, 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: 164 white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests 165 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: 166 white vitreous china flat back wash basin size 550x 400 mm with single 15 mm c.p. brass pillar tap 167 providing and fixing stainless steel a isi 304 ( 18 / 8 ) kitchen sink as per is: 13983 with c.i. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 168 kitchen sink with drain board 169 510x1040 mm bowl depth 250 mm 170 extra for using coloured pedestal type w.c pan ( european type ) with low level cistern of same colour instead of white vitreous china w.c pan and cistern. 171 providing and fixing 600x450 mm beveled edge mirror of superior glass ( of approved quality ) complete with 6 mm thick hard board ground fixed to wooden cleats with c.p. brass screws and washers complete. 172 providing and fixing toilet paper holder : 173 vitreous china 174 providing and fixing soil, waste and vent pipes : 175 100 mm dia. 176 centrifugally cast ( spun ) iron socket & spigot ( s&s ) pipe as per is: 3989 177 75mm diameter 178 centrifugally cast ( spun ) iron socketed pipe as per is: 3989 179 providing and fixing m.s. holder bat clamps of approved design to sand cast iron / cast iron ( spun ) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , including cost of cutting holes and making good the walls etc. : 180 for 100 mm dia. pipe 181 for 75 mm dia. pipe 182 providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 183 100 mm 184 sand cast iron s&s as per is 3989 185 75 mm 186 sand cast iron s&s as per is 3989 187 providing and fixing plain bend of required degree. 188 100 mm 189 sand cast iron s&s as per is : 3989 190 75 mm 191 sand cast iron s&s as per is 3989 192 providing and fixing heel rest sanitary bend 193 100 mmdia 194 sand cast iron s&s as per is 3989 195 75 mm dia 196 sand cast iron s&s as per is 3989 197 providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 198 100x100x100mm 199 sand cast iron s&s as per is 3989 200 75x75x75mm 201 sand cast iron s&s as per is 3989 202 providing and fixing single equal plain junction of required degree 203 100x100x100mm 204 sand cast iron s&s as per is 3989 205 75x75x75mm 206 sand cast iron s&s as per is 3989 207 providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete : 208 100 mm 209 sand cast iron s&s as per is 3989 210 75 mm 211 sand cast iron s&s as per is 3989 212 providing and fixing terminal guard : 213 100 mm 214 sand cast iron s&s as per is 3989 215 75 mm 216 sand cast iron s&s as per is 3989 217 providing and fixing collar : 218 100 mm 219 sand cast iron s&s as per is 3989 220 75 mm 221 sand cast iron s&s as per is 3989 222 providing lead caulked joints to sand cast iron / centrifugally cast ( spun ) iron pipes and fittings of diameter : 223 100 mm 224 75 mm 225 providing and fixing m.s. stays and clamps for sand cast iron / centrifugally cast ( spun ) iron pipes of diameter : 226 100 mm 227 75 mm 228 providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 229 100 mm inlet and 100 mm outlet 230 sand cast iron s&s as per is: 1729 231 cutting chases in brick masonry walls for following diameter sand cast iron / centrifugally cast ( spun ) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size ) , including necessary plaster and pointing in cement mortar 1:4 ( 1 cement : 4 coarse sand ) : 232 100 mm dia 233 painting sand cast iron / centrifugally cast ( spun ) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer ( of approved quality ) for new work : 234 100 mm diameter pipe 235 75 mm diameter pipe 236 providing and fixing ptmt waste coupling for wash basin and sink, of approved quality and colour. 237 waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms 238 providing and fixing ptmt bottle trap for wash basin and sink. 239 bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 240 providing and fixing ptmt liquid soap container 109 mm wide, 125 mm high and 112 mm 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. 241 providing and fixing ptmt towel rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fittings arrangement of approved quality and colour. 242 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 243 providing and fixing g.i. pipes complete with g.i. fittings including trenching & refilling. 244 external work 245 32mmdia nominal bore 246 40mmdia nominal bore 247 50mmdia nominal bore 248 water supply 249 providing and fixing chlorinated polyvinyl chloride ( cpvc ) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, including 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. 250 internal work exposed on wall 251 25 mm nominal outer dia pipes metre 252 32 mm nominal outer dia pipes metre 253 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 the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge. 254 concealed work, including cutting chases and making good the walls etc. 255 15 mm nominal outer dia pipes 256 20 mm nominal outer dia pipes 257 making connection of g.i. distribution branch with g.i. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 258 25 to 40 mm nominal bore 259 providing and fixing brass stop cock of approved quality : 260 15 mm nominal bore 261 20 mm nominal bore 262 providing and fixing gun metal gate valve with c.i. wheel of approved quality ( screwed end ) : 263 25mm nominal bore 264 32mm nominal bore 265 40mm nominal bore 266 providing and fixing ball valve ( brass ) of approved quality, high or low pressure, with plastic floats complete : 267 25 mm nominal bore 268 providing and fixing brass ferrule with c.i. mouth cover including boring and tapping the main : 269 25 mm nominal bore 270 providing and fixing uplasticised pvc connection pipe with brass unions : 271 45 cm length 272 15 mm nominal bore 273 providing and fixing c.p. brass shower rose with 15 or 20 mm inlet : 274 100 mm diameter 275 providing and placing on terrace ( at all floor levels ) polyethylene water storage tank, is : 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. 276 rectangular tank 277 providing and fixing c.p. brass bib cock of approved quality conforming to is:8931 : 278 15 mm nominal bore 279 providing and fixing c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. 280 15 mm nominal bore 281 providing and fixing c.p. brass stop cock ( concealed ) of standard design and of approved make conforming to is:8931. 282 15 mm nominal bore. 283 providing and fixing c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is:8931 284 15 mm nominal bore 285 providing and fixing ptmt grating of approved quality and colour. 286 circular type. 287 100 mm nominal dia. 288 cutting holes up to 15x15 cm in r.c.c. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , including finishing complete so as to make it leak proof. 289 sewarage & drainage 290 providing, laying and jointing glazed stoneware pipes class sp 1 with stiff mixture of cement mortar in the proportion of 1:1 ( 1 cement : 1 fine sand ) including testing of joints etc. complete : 291 100 mm diameter 292 150 mm diameter 293 providing and laying cement concrete 1:5:10 ( 1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size ) all round s.w. pipes including bed concrete as per standard design : 294 100 mm diameter s.w. pipe 295 150 mm diameter s.w. pipe 296 providing and fixing square mouth s.w. gully trap class sp 1 complete with c.i. grating brick masonry chamber with water tight c.i. cover with frame of 300 x300 mm size ( inside ) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70kg as per standard design: 297 150 x 100 mm size p type 298 with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 299 constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with r.c.c. top slab with 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size ) , inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand ) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design : 300 inside size 90x80 cm and 45 cm deep including c.i. cover with frame ( light duty ) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg ( weight of cover 23 kg and weight of frame 15 kg ) : 301 with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 302 extra for depth for manholes : 303 size 90x80 cm 304 with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 305 providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per is : 10910, on 12 mm dia steel bar conforming to is: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) complete as per design. 306 making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) cement plastered on both sides with cement mortar 1:3 ( 1 cement : 3 coarse sand ) , finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 307 for pipes 100 to 250 mm diameter 308 providing, laying and jointing non pressure np2 class ( light duty ) rcc pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand ) including testing of joints etc. complete : 309 150 mm dia rcc pipe 310 non shedule items 311 providing and fixing floor drain points of 75 x 50mmreducer bend with 100 mm dia cp grating with frame, embedded in floor including making joints with waste pipe etc. complete in all respects as per drawing and as directed by theengineer in charge. 312 providing & fixing sink mixer with swinging casted spout ( wall mounted jaquar model con 309 kn ) / approved equal with 450mm long copper pipes & brass nuts. 313 providing and fixing concealed single leverbath & overhead shower mixer of hindware make and model no. ( f360019cp ) respectively or equivalent approved make as approved byengineer in charge. 314 supplying, fixing, testing and commissioning of storage type water heater ( geyser ) etc. with stainless steel body , copper container , automatic thermostatic control electric element, pressure release valve, m.s. nuts and bolts etc. conforming to is: 2082 315 25 litre capacity 316 ( electrical works ) 317 subhead i wiring 318 wiring for light point / fan point / exhaust fan point / call bell point with 1.5 sq.mm frls pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with modular switch, modular plate, suitable gi box and earthing the point with 1.5 sq.mm frls pvc insulated copper conductor single core cable etc. as required. 319 group c 320 wiring for light / power plug with 2x4 sq. mm frls pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit alongwith 1 no. 4 sq. mm frls pvc insulated copper conductor single core cable for loop earthing as required. 321 supplying and fixing following size / modules, gi box alongwith modular base & cover plate for modular switches in recess etc. as required. 322 4 module ( 125 mmx75 mm ) 323 supplying and fixing following modular switch / socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 324 15 / 16 a switch 325 3 pin 5 / 6 a socket outlet 326 telephone socket outlet 327 tv antenna socket outlet 328 wiring for circuit / submain wiring alongwith earth wire with the following sizes of frls pvc insulated copper conductor, single core cable in surface / recessed steel conduit as required. 329 2 x 2.5 sq.mm + 1 x 2.5 sq.mm earth wire 330 2 x 10 sq. mm + 1 x 6 sq. mm earth wire 331 supplying and drawing co axial tv cable rg 6 grade, 0.7 mm solid copper conductor pe insulated, shielded with fine tinned copper braid and protected with pvc sheath in the existing surface / recessed steel / pvc conduit as required. 332 supplying and fixing of following sizes of steel conduit along with accessories in surface / recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 333 25 mm 334 supplying and fixing following size / modules, gi box alongwith modular base & cover plate for modular switches in recess etc. as required. 335 1 or 2 module ( 75 mmx75 mm ) 336 supplying and drawing following pair 0.5 mm dia frls pvc insulated annealed copper conductor, unarmored telephone cable in the existing surface / recessed steel / pvc conduit as required. 337 2 pair 338 supplying and fixing of following sizes of medium class pvc conduit along with accessories in surface / recess including cutting the wall and making good the same in case of recessed conduit as required. 339 20 mm 340 25 mm 341 providing and fixing in position 2mm thick m.s. telephone junction box of size suitable for fixing of following krone tag block with key lock arrangement. also provide clamps for fixing tag blocks. 342 10 pair telephone tag blockwith box 343 supplying, laying of 10 pair unarmoured pvc insulated copper conductor ( atc ) telephone cable in ground / existing pipes / on wall and making connection with telephone main junction box ( mdf ) including supports and all accessories as required 344 10 pair cable unarmoured 345 subhead ii supply & installation of fittings 346 supplying of following box type fl. fitting made out of crca sheet finished in antirust treated non yellowing super white stove enamelled paint duly wired with copper wound heavy duty choke starter holder, starter but without lamp complete etc. as reqd. 347 mounting rail for tled lamps 1600 lumens ( tmc 501 p 1xt led with essential led 18w tube ) 348 supplying of wall bracket light fittings suitable for 11 / 13 w cfl lamp. the fitting shall be made up of m.s. powder coated provided with integral ballast, frosted glass and 1 no. 11 / 13 wlamp duly wired upto the connector block complete as required. ( decon cat. no.05aam ) 349 supplying of ceiling light fittings suitable for 1 x 15 / 20 w led lamp. the fitting shall be made up of m.s. powder coated provided with electronic ballast, 1 no. 15 / 20 w led lamp duly wired upto the connector block etc. complete as required. 350 cirrus mini pro 15 / 20 watt & 1100 / 1600 lumens ( philips sm200c led11s 6500 psu od wh ) 351 supplying of bulk head fittings suitable for 10 w led lamp complete with ballast & accessories such as glass, wire guard, 60 w cfl lamp etc. complete as required. 352 endural led bulkhead, 10 w, 600 lumen such as ( philips wt202w led6s cw psu s2 pc ) 353 supplying of exhaustfan, all complete with mounting ring frame i / c bracket, but without regulator with shutters in the following sizes. ( g.e. alsthom, khaitan & havells company ) 354 300 mm 4 pole 355 supplying of 1400 mm sweep a.c. electric ceiling fans, capacitor type with double ball bearing complete with 300 mm down rod, canopies, shackles, blades, but without regulator suitable for operation on 230 / 240 volts, 50 hz, single phase, a.c. supply. ( crompton, khaitan & havells company ) 356 supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 357 installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length ( upto 30 cm ) with 1.5 sq. mm frls pvc insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 358 installation, testing and commissioning of pre wired, light fixture / compact fluorescent fitting of all types, complete with all accessories and tube / lamp etc. directly on ceiling / wall, including connections with 1.5 sq. mm frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 359 installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 360 upto 450 mm sweep 361 extra for fixing the louvers / shutters complete with frame for a exhaust fan of all sizes. 362 installation, testing and commissioning of wall bracket / ceiling fittings of all sizes and shapes containing upto two gls / cfl / led lamps per fitting, complete with all accessories including connections etc. as required. 363 supplying and fixing call bell / buzzer suitable for single phase, 230 v, complete as required. 364 subhead iii distribution board 365 supplying, installing, testing and commissioning of compartmentalised cubical type meter board for installation of single phase meter. the cubical board shall be made of 2mm thick c.r.c.a sheet, duly phosphatised powder coated complete with connection bus bar and following accessories mounted in it. 366 meter board 367 incoming : 368 40a tp mccb having breaking capacity 25 ka 1 no. 369 outgoing : 370 space for single phase energy meter 4 nos. 371 25 amp dp mcb 4 nos. 372 supplying, installing, testing & commissioning of single phase electronic energy meter, tested as per electricity boards requirement. 373 supplying and fixing following way, single pole and neutral, sheet steel, mcb distribution board, 240 v, on surface / recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. ( but without mcb / rccb / isolator ) 374 12 way, spn 375 supplying and fixing following rating, double pole, 240 v, isolator in the existing mcb db complete with connections, testing and commissioning etc. as required. 376 40 amps 377 supplying and fixing following rating, double pole, ( single phase and neutral ) , 240 v, residual current circuit breaker ( rccb ) , having a sensitivity current 30 ma in the existing mcb db complete with connections, testing and commissioning etc. asrequired. 378 25 amps 379 supplying of xlpe insulated, pvc sheathed 1.1 kv grade aluminium conductor heavy duty armoured cable as per is : 7098 of size : 380 4 x 16 sq.mm. 381 providing, laying and fixing following dia rcc pipe np2 class ( light duty ) in ground complete with rcc collars, jointing with cement mortar 1:2 ( 1 cement : 2 fine sand ) including trenching ( 75 cm deep ) and refilling etc. as required for crossing road / walls 382 100 mm dia 383 supplying and fixing 5 a to 32 a rating, 240 / 415 v, 10 ka, “c” curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 384 single pole 385 subhead iv earthing 386 earthing with g.i. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal / coke and salt as required. 387 providing and laying earth connection from earth electrode with 6 swg dia g.i. wire in 15 mm dia g.i. pipe from earth electrode including connection with g.i. thimble excavation and re filling as required. 388 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 389 staff quarters type iii 390 earth work 391 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 392 all kinds of soil 393 filling available excavated earth ( excluding rock ) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 394 supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 395 supplying chemical emulsion in sealed containers including delivery as specified. 396 chlorpyriphos / lindane emulsifiable concentrate of 20% 397 diluting and injecting chemical emulsion for post constructional anti termite treatment ( excluding the cost of chemical emulsion ) : 398 treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 ( 1 cement : 2 coarse sand ) to match the existing floor: 399 with chlorpyriphos / lindane e.c. 20% with 1% concentration 400 excavating, supplying and filling of local earth ( including royalty ) by mechanical transport upto a lead of 5km also includingramming and watering of the earth in layers not exceeding 20cm in trenches, plinth, sides of foundation etc. complete. 401 concrete work 402 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level : 403 1:5:10 ( 1 cement : 5 coarse sand ( zone iii ) : 10 graded stone aggregate 40 mm nominal size ) 404 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 : 405 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) . 406 making plinth protection 50mm thick of cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 407 providing and laying damp proof course 40mm thick with cement concrete 1:2:4 ( 1 cement : 2 coarse sand ( zone iii ) : 4 graded stone aggregate 12.5mm nominal size ) 408 providing & applying a coat of residual petroleum bitumen of grade of vg 10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 409 reinforcedcementconcrete 410 centering and shuttering including strutting, propping etc. and removal of form for all heights: 411 foundations, footings, bases of columns, etc. for mass concrete 412 walls ( any thickness ) including attached pilasters, butteresses, plinth and string courses etc 413 columns, pillars, piers, abutments, posts and struts 414 small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like 415 edges of slabs and breaks in floors and walls 416 under 20 cms wide 417 suspended floors, roofs, landings, balconies and access platform. 418 lintels, beams, plinth beams, girders, bressumers and cantilevers. 419 providing precast cement concrete jali 1:2:4 ( 1 cement : 2 coarse sand ( zone iii ) : 4 graded stone aggregate 6mm nominal size ) , reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing with cement mortar 1:3 ( 1 cement: 3 fine sand ) etc. complete, excluding plastering of the jambs, sills and soffits. 420 50 mm thick 421 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 422 thermo mechanically treated bars of grade fe 500d or more. 423 add for plaster drip course / groove in plastered surface or moulding to r.c.c. projections. 424 providing and laying in position machine batched and machine mixed design mix m 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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.“ ( note : cement content considered in this item is @ 330 kg / cum.“excess / less cement used as per design mix is payable / recoverable separately ) . 425 all works upto plinth level 426 all works above plinth level upto floor v level 427 add for using extra cement in the items of design mix over and above the specified cement content therein. 428 brick work 429 brick work with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 in foundation and plinth in: 430 cement mortar 1:6 ( 1 cement : 6 coarse sand ) 431 providing and laying autoclaved aerated cement blocks masonry with 150mm / 230mm / 300 mm thick aac blocks in super structure above plinth level up to floor v level with rcc band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of engineer in charge. ( the payment of rcc band and reinforcement shall be made for seperately ) . 432 half brick masonry with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 in superstructure above plinth level up to floor v level. 433 cement mortar 1:4 ( 1 cement :4 coarse sand ) 434 extra for providing and placing in position 2 nos 6mm dia. m.s. bars at every third course of half brick masonry. 435 brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 including grouting with cement mortar 1:4 ( 1 cement : 4 fine sand ) . 436 marble work 437 providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand ) , joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 438 granite of any colour and shade 439 area of slab over 0.50 sqm 440 providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by engineer in charge. 441 granite work 442 extra for fixing marble / granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. 443 extra for providing opening of required size & shape for wash basin / kitchen sink in kitchen platform, vanity counter and similar location in marble / granite / stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 444 wood work & pvc work 445 providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately ) . 446 second class teak wood 447 extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. ( area of opening for glass panes excluding portion inside rebate shall be measured ) . 448 providing and fixing isi marked flush door shutters conforming to is : 2202 ( part i ) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 449 25 mm thick ( for cupboard ) including isi marked nickel plated bright finished m.s. piano hinges is : 3818 marked with necessary screws 450 providing and fixing isi marked flush door shutters conforming to is : 2202 ( part i ) non decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 451 35 mm thick including isi marked stainless steel butt hinges with necessary screws 452 extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters ( over all area of door shutter to be measured ) . 453 providing and fixing wire gauge shutters using galvanized m.s. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 454 35 mm thick shutters 455 kiln seasoned and chemically treated hollock wood 456 providing and fixing m.s. grills of required pattern in frames of windows etc. with m.s. flats, square or round bars etc. including priming coat with approved steel primer all complete. 457 fixed to steel windows by welding 458 providing and fixing fly proof galvanized m.s. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. 459 with 12 mm mild steel u beading 460 providing and fixing oxidised m.s. casement stays ( straight peg type ) with necessary screws etc. complete. 461 250 mm weighing not less than 150 gms 462 providing and fixing aluminium sliding door bolts, isi marked anodised ( anodic coating not less than grade ac 10 as per is : 1868 ) , transparent or dyed to required colour or shade, with nuts and screws etc. complete : 463 250x16 mm 464 providing and fixing aluminium tower bolts, isi marked, anodised ( anodic coating not less than grade ac 10 as per is : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 465 200x10 mm 466 providing and fixing aluminium handles, isi marked, anodised ( anodiccoating not less than grade ac 10 as per is : 1868 ) transparent or dyedto required colour or shade, with necessary screws etc. complete : 467 125 mm 468 providing and fixing aluminium hanging floor door stopper, isi marked, anodised ( anodic coating not less than grade ac 10 as per is : 1868 ) transparent or dyed to required colour and shade, with necessary screws etc. complete. 469 twin rubber stopper 470 providing & fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to is : 2046 type s, including cost of adhesive of approved quality. 471 1.5 mm thick 472 providing and fixing pre laminated flat pressed 3 layer ( medium density ) particle board or graded wood particle board is : 3087 marked, with oneside decorative and other side balancing lamination grade i, type iiexterior grade is : 12823 marked, in shelves with screws and fittingswherever required, edges to be painted with polyurethane primer ( fittingsto be paid separately ) . 473 18 mm thick 474 providing and fixing factory made upvc white colour sliding glazed window upto 1.50 m in height dimension comprising of upvc multi chambered frame with in built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length ( shape & size according to upvc profile ) , appropriate dimension of upvc extruded glazing beads and upvc extruded interlocks, epdm gasket, wool pile, zinc alloy ( white powder coated ) touch locks with hook, zinc alloy body with single nylon rollers ( weight bearing capacity to be 40 kg ) , g.i fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. after fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of engineer in charge. ( single / double glass panes, wire mesh and silicon sealent shall be paid separately ) . variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 475 three track three panels sliding window with fly proof s.s wire mesh ( two nos. glazed & one no. wire mesh panels ) made of ( big series ) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. ( area of window above 1.75 sqm ) . 476 providing and fixing isi marked oxidised m.s. single acting spring hingeswith necessary screws etc. complete : 477 150 mm 478 providing and fixing oxidised m.s. hasp and staple ( safety type ) conforming to is : 363 with necessary screws etc. complete : 479 90 mm 480 providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 481 75 mm 482 providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling etc. with iron screws, plugs and priming coat on unexposed surface etc. complete 2nd class teak wood. 483 50x50 mm ( base and height ) 484 float glass panes 485 4 mm thick glass pane ( weight not less than 10kg / sqm ) . 486 steel work 487 providing and fixing 1mm thick m.s. sheet door with frame of 40x40x6 mm angle iron and 3 mm m.s. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 488 using m.s. angles 40x40x6 mm for diagonal braces 489 providing and fixing factory made isi marked steel glazed doors, windows and ventilators, side / top / centre hung, with beading and all members such as f7d, f4b, k11 b and k12 b etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, ( sectional weight of only steel members shall be measured for payment ) . 490 fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) 491 providing and fixing t iron frames for doors, windows and ventilators of mild steel tee sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 492 fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) 493 providing and fixing circular / hexagonal cast iron or m.s. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick m.s. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron / m.s. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. clamp shall be made of 12 mm dia m.s. bar bent to shape as per standard drawing. 494 providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 495 m.s. tube 496 providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 497 4.0 mm thick glass panes 498 flooring 499 providing and fixing glass strips in joints of terrazo / cement concrete floors. 500 40 mm wide and 4 mm thick 501 kota stone slab flooring 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 ) : 502 25 mm thick. 503 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 polishing complete. 504 extra for pre finished nosing in treads of steps of kota stone / sand stone slab. 505 extra for kota stone / sand stone in treads of steps and risers using single length up to 1.05 metre. 506 providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 ( thickness to be specified by the manufacturer ) , of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer in charge, in skirting, 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 @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 507 providing and laying ceramic glazed floor tiles of size 300x300 mm ( 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, laid on 20 mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand ) , jointing with grey cement slurry @ 3.3kg / sqm including pointing the joints with white cement and matching pigment etc., complete. 508 providing and laying vitrified floor tiles in different sizes ( thickness to be specified by the manufacturer ) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand ) , jointing with grey cement slurry @ 3.3kg / sqm including grouting the joints with white cement and matching pigments etc., complete. 509 size of tile 600x600 mm 510 providing and laying vitrified tiles in different sizes ( thickness to be specified by manufacturer ) , with water absorption less than 0.08 % and conforming to i.s. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 ( 1cement: 3 coarse sand ) , jointing with grey cement slurry @ 3.3kg / sqm including grouting the joint with white cement & matching pigments etc. complete. 511 size of tile 400x400 mm 512 roofing 513 providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 ( 1 cement : 3 fine sand ) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 ( 1 cement : 3 fine sand ) and finished neat. 514 with common burnt clay f.p.s. ( non modular ) brick tilesof class designation 10 515 making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size ) over p.v.c. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 ( 1 cement : 3 coarse sand ) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 516 finishing 517 12 mm cement plaster of mix 518 1:6 ( 1 cement: 6 coarse sand ) 519 15 mm cement plaster on rough side of single or half brick wall of mix: 520 1:6 ( 1 cement: 6 coarse sand ) 521 cement plaster 1:3 ( 1 cement: 3 coarse sand ) finished with a floatingcoat of neat cement. 522 20 mm cement plaster 523 6mm cement plaster of mix 524 1:3 ( 1 cement : 3 fine sand ) 525 white washing with lime to give an even shade : 526 new work ( three or more coats ) 527 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 528 new work ( two or more coats ) over and including water thinnable priming coat with cement primer 529 finishing walls with premium acrylic smooth exterior paint withsilicone additives of required shade: 530 new work ( two or more coats applied @ 1.43 ltr / 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg / 10 sqm ) 531 applying priming coat: 532 with ready mixed pink or grey primer of approved brand and manufacture on wood work ( hard and soft wood ) 533 with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron / steel works 534 painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 535 two or more coats on new work 536 painting with black anti corrosive bitumastic paint of approved brand and manufacture to give an even shade : 537 two or more coats on new work 538 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 539 water proofing 540 providing and laying in situ seven course water proofing treatment with app ( atactic poly propylene ) modified polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 kg / sqm, which shall consist of blown type bitumen of grade 85 / 25 conforming to is : 702, 3rd and 5th layers of roofing membrane app modified polymeric membrane 1.5 mm thick of 2.25 kg / sqm weight consisting of five layers prefabricated with centre core as 20 micron hmhdpe film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron hmhdpe film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 ( 1cement : 3 fine sand ) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 ( 1 cement : 3 fine sand ) and finished neat ( item of laying brick tiles shall be paid for separately ) . 541 applying a slurry coat of neat cement using 2.75 kg / sqm of cement admixed with water proofing compound conforming to is. 2645 and approved by engineer in charge over the rcc slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. 542 laying brick bats with mortar using broken bricks / brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 ( 1 cement : 5 coarse sand ) admixed with water proofing compound conforming to is : 2645 and approved by engineerin charge over 20 mm thick layer of cement mortar of mix 1:5 ( 1 cement :5 coarse sand ) admixed with water proofing compound conforming to is : 2645 and approved by engineerin charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. 543 after two days of proper curing applying a second coat of cement slurry using 2.75 kg / sqm of cement admixed with water proofing compound conforming to is : 2645 and approved by engineer in charge. 544 finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 ( 1 cement :4 coarse sand ) admixed with water proofing compound conforming to is : 2645 and approved by engineer in charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. 545 the whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“all above operations to be done in order and as directed and specified by the engineer in charge : 546 providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of w.c., kitchen and the like consisting of: 547 ist course of applying cement slurry @ 4.4 kg / sqm mixed with water proofing compound conforming to is 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. 548 iind course of 20 mm 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. 549 iiird course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. 550 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 ) . 551 non shedule items 552 providing and laying cinder filling in sunken floors and other locationswith approved quality cinder including watering and light ramming etc.required for proper compaction / completion of the work complete in all respects as per drawings and as directed by the engineer in charge. 553 providing and fixing aluminium handles, isi marked, anodised ( anodic coating not less than grade ac 10 as per is : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 554 150 mm 555 providing and fixing aluminium door buffer of approved make, design and colour with necessary screws etc all complete as directed and specified by the engineer in charge : 556 providing and laying 1st quality ceramic glazed anti skid floortiles of size 300x300 mm ( thickness to be specified by the manufacturer ) conforming to is:15622 in all colours, shades, sizes as approved over 20 mm thick bed of cement mortar 1: 4 ( 1 cement : 4 coarse sand ) including pointing the joints with white cement and matching pigment etc complete in all respects as per specifications / drawings and to the entire satisfaction to the architect. 557 staff quarter iii ( g+1 ) 558 earth work 559 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 560 all kinds of soil. 561 excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 562 all kinds of soil 563 pipes, cables etc, not exceeding 80 mm dia. 564 pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 565 filling available excavated earth ( excluding rock ) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 566 roofing 567 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, ( i ) single socketed pipes. 568 110 mm diameter 569 providing and fixing on wall face unplasticised pvc moulded fittings / accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. 570 coupler 571 110 mm 572 bend 87.5° 573 110 mm bend 574 shoe ( plain ) 575 110 mm shoe 576 providing and fixing unplasticised pvc pipe clips of approved design to unplasticised pvc rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with m.s. screws of required length, including cutting brick work and fixing in cement mortar 1:4 ( 1 cement : 4 coarse sand ) and making good the wall etc. complete. 577 110 mm 578 providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 579 sanitary installations 580 providing and fixing water closet squatting pan ( indian type w.c. pan ) with 100 mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, 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: 581 white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests 582 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, including flush pipe, 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. 583 w.c. pan with isi marked white solid plastic seat and lid 584 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: 585 white vitreous china flat back wash basin size 550x 400 mm with single 15 mm c.p. brass pillar tap 586 providing and fixing stainless steel a isi 304 ( 18 / 8 ) kitchen sink as per is: 13983 with c.i. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 587 kitchen sink with drain board 588 510x1040 mm bowl depth 250 mm 589 extra for using coloured pedestal type w.c pan ( european type ) with low level cistern of same colour instead of white vitreous china w.c pan and cistern. 590 providing and fixing 600x450 mm beveled edge mirror of superior glass ( of approved quality ) complete with 6 mm thick hard board ground fixed to wooden cleats with c.p. brass screws and washers complete. 591 providing and fixing toilet paper holder : 592 vitreous china 593 providing and fixing soil, waste and vent pipes : 594 100 mm dia. 595 centrifugally cast ( spun ) iron socket & spigot ( s&s ) pipe as per is: 3989 596 75mm diameter 597 centrifugally cast ( spun ) iron socketed pipe as per is: 3989 598 providing and fixing m.s. holder bat clamps of approved design to sand cast iron / cast iron ( spun ) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , including cost of cutting holes and making good the walls etc. : 599 for 100 mm dia. pipe 600 for 75 mm dia. pipe 601 providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 602 100 mm 603 sand cast iron s&s as per is 3989 604 75 mm 605 sand cast iron s&s as per is 3989 606 providing and fixing plain bend of required degree. 607 100 mm 608 sand cast iron s&s as per is : 3989 609 75 mm 610 sand cast iron s&s as per is 3989 611 providing and fixing heel rest sanitary bend 612 100 mmdia 613 sand cast iron s&s as per is 3989 614 75 mm dia 615 sand cast iron s&s as per is 3989 616 providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 617 100x100x100mm 618 sand cast iron s&s as per is 3989 619 75x75x75mm 620 sand cast iron s&s as per is 3989 621 providing and fixing single equal plain junction of required degree 622 100x100x100mm 623 sand cast iron s&s as per is 3989 624 75x75x75mm 625 sand cast iron s&s as per is 3989 626 providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete : 627 100 mm 628 sand cast iron s&s as per is 3989 629 75 mm 630 sand cast iron s&s as per is 3989 631 providing and fixing terminal guard : 632 100 mm 633 sand cast iron s&s as per is 3989 634 75 mm 635 sand cast iron s&s as per is 3989 636 providing and fixing collar : 637 100 mm 638 sand cast iron s&s as per is 3989 639 75 mm 640 sand cast iron s&s as per is 3989 641 providing lead caulked joints to sand cast iron / centrifugally cast ( spun ) iron pipes and fittings of diameter : 642 100 mm 643 75 mm 644 providing and fixing m.s. stays and clamps for sand cast iron / centrifugally cast ( spun ) iron pipes of diameter : 645 100 mm 646 75 mm 647 providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 648 100 mm inlet and 100 mm outlet 649 sand cast iron s&s as per is: 1729 650 cutting chases in brick masonry walls for following diameter sand cast iron / centrifugally cast ( spun ) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size ) , including necessary plaster and pointing in cement mortar 1:4 ( 1 cement : 4 coarse sand ) : 651 100 mm dia 652 painting sand cast iron / centrifugally cast ( spun ) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer ( of approved quality ) for new work : 653 100 mm diameter pipe 654 75 mm diameter pipe 655 providing and fixing ptmt waste coupling for wash basin and sink, of approved quality and colour. 656 waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms 657 providing and fixing ptmt bottle trap for wash basin and sink. 658 bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 659 providing and fixing ptmt liquid soap container 109 mm wide, 125 mm high and 112 mm 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. 660 providing and fixing ptmt towel rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fittings arrangement of approved quality and colour. 661 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 662 providing and fixing g.i. pipes complete with g.i. fittings including trenching & refilling. 663 external work 664 32mmdia nominal bore 665 40mmdia nominal bore 666 50mmdia nominal bore 667 water supply 668 providing and fixing chlorinated polyvinyl chloride ( cpvc ) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, including 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. 669 internal work exposed on wall 670 25 mm nominal outer dia pipes metre 671 32 mm nominal outer dia pipes metre 672 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 the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge. 673 concealed work, including cutting chases and making good the walls etc. 674 15 mm nominal outer dia pipes 675 20 mm nominal outer dia pipes 676 making connection of g.i. distribution branch with g.i. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 677 25 to 40 mm nominal bore 678 providing and fixing brass stop cock of approved quality : 679 15 mm nominal bore 680 20 mm nominal bore 681 providing and fixing gun metal gate valve with c.i. wheel of approved quality ( screwed end ) : 682 25mm nominal bore 683 32mm nominal bore 684 40mm nominal bore 685 providing and fixing ball valve ( brass ) of approved quality, high or low pressure, with plastic floats complete : 686 25 mm nominal bore 687 providing and fixing brass ferrule with c.i. mouth cover including boring and tapping the main : 688 25 mm nominal bore 689 providing and fixing uplasticised pvc connection pipe with brass unions : 690 45 cm length 691 15 mm nominal bore 692 providing and fixing c.p. brass shower rose with 15 or 20 mm inlet : 693 100 mm diameter 694 providing and placing on terrace ( at all floor levels ) polyethylene water storage tank, is : 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. 695 rectangular tank 696 providing and fixing c.p. brass bib cock of approved quality conforming to is:8931 : 697 15 mm nominal bore 698 providing and fixing c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. 699 15 mm nominal bore 700 providing and fixing c.p. brass stop cock ( concealed ) of standard design and of approved make conforming to is:8931. 701 15 mm nominal bore. 702 providing and fixing c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is:8931 703 15 mm nominal bore 704 providing and fixing ptmt grating of approved quality and colour. 705 circular type. 706 100 mm nominal dia. 707 cutting holes up to 15x15 cm in r.c.c. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , including finishing complete so as to make it leak proof. 708 sewarage & drainage 709 providing, laying and jointing glazed stoneware pipes class sp 1 with stiff mixture of cement mortar in the proportion of 1:1 ( 1 cement : 1 fine sand ) including testing of joints etc. complete : 710 100 mm diameter 711 150 mm diameter 712 providing and laying cement concrete 1:5:10 ( 1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size ) all round s.w. pipes including bed concrete as per standard design : 713 100 mm diameter s.w. pipe 714 150 mm diameter s.w. pipe 715 providing and fixing square mouth s.w. gully trap class sp 1 complete with c.i. grating brick masonry chamber with water tight c.i. cover with frame of 300 x300 mm size ( inside ) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70kg as per standard design: 716 150 x 100 mm size p type 717 with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 718 constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with r.c.c. top slab with 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size ) , inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand ) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design : 719 inside size 90x80 cm and 45 cm deep including c.i. cover with frame ( light duty ) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg ( weight of cover 23 kg and weight of frame 15 kg ) : 720 with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 721 extra for depth for manholes : 722 size 90x80 cm 723 with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 724 providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per is : 10910, on 12 mm dia steel bar conforming to is: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) complete as per design. 725 making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) cement plastered on both sides with cement mortar 1:3 ( 1 cement : 3 coarse sand ) , finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 726 for pipes 100 to 250 mm diameter 727 providing, laying and jointing non pressure np2 class ( light duty ) rcc pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand ) including testing of joints etc. complete : 728 150 mm dia rcc pipe 729 250 mm dia rcc pipe 730 non shedule items 731 providing and fixing floor drain points of 75 x 50mmreducer bend with 100 mm dia cp grating with frame, embedded in floor including making joints with waste pipe etc. complete in all respects as per drawing and as directed by theengineer in charge. 732 providing & fixing sink mixer with swinging casted spout ( wall mounted jaquar model con 309 kn ) / approved equal with 450mm long copper pipes & brass nuts. 733 providing and fixing concealed single leverbath & overhead shower mixer of hindware make and model no. ( f360019cp ) respectively or equivalent approved make as approved byengineer in charge. 734 supplying, fixing, testing and commissioning of storage type water heater ( geyser ) etc. with stainless steel body , copper container , automatic thermostatic control electric element, pressure release valve, m.s. nuts and bolts etc. conforming to is: 2082 735 25 litre capacity 736 sq type iii ( g+1 ) 737 subhead i wiring 738 wiring for light point / fan point / exhaust fan point / call bell point with 1.5 sq.mm frls pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with modular switch, modular plate, suitable gi box and earthing the point with 1.5 sq.mm frls pvc insulated copper conductor single core cable etc. as required. 739 group c 740 wiring for light / power plug with 2x4 sq. mm frls pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit alongwith 1 no. 4 sq. mm frls pvc insulated copper conductor single core cable for loop earthing as required. 741 supplying and fixing following size / modules, gi box alongwith modular base & cover plate for modular switches in recess etc. as required. 742 4 module ( 125 mmx75 mm ) 743 supplying and fixing following modular switch / socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 744 15 / 16 a switch 745 3 pin 5 / 6 a socket outlet 746 telephone socket outlet 747 tv antenna socket outlet 748 wiring for circuit / submain wiring alongwith earth wire with the following sizes of frls pvc insulated copper conductor, single core cable in surface / recessed steel conduit as required. 749 2 x 2.5 sq.mm + 1 x 2.5 sq.mm earth wire 750 2 x 10 sq. mm + 1 x 6 sq. mm earth wire 751 supplying and drawing co axial tv cable rg 6 grade, 0.7 mm solid copper conductor pe insulated, shielded with fine tinned copper braid and protected with pvc sheath in the existing surface / recessed steel / pvc conduit as required. 752 supplying and fixing of following sizes of steel conduit along with accessories in surface / recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 753 25 mm 754 supplying and fixing following size / modules, gi box alongwith modular base & cover plate for modular switches in recess etc. as required. 755 1 or 2 module ( 75 mmx75 mm ) 756 supplying and drawing following pair 0.5 mm dia frls pvc insulated annealed copper conductor, unarmored telephone cable in the existing surface / recessed steel / pvc conduit as required. 757 2 pair 758 supplying and fixing of following sizes of medium class pvc conduit along with accessories in surface / recess including cutting the wall and making good the same in case of recessed conduit as required. 759 20 mm 760 25 mm 761 providing and fixing in position 2mm thick m.s. telephone junction box of size suitable for fixing of following krone tag block with key lock arrangement. also provide clamps for fixing tag blocks. 762 10 pair telephone tag blockwith box 763 supplying, laying of 10 pair unarmoured pvc insulated copper conductor ( atc ) telephone cable in ground / existing pipes / on wall and making connection with telephone main junction box ( mdf ) including supports and all accessories as required 764 10 pair cable unarmoured 765 subhead ii supply & installation of fittings 766 supplying of following box type fl. fitting made out of crca sheet finished in antirust treated non yellowing super white stove enamelled paint duly wired with copper wound heavy duty choke starter holder, starter but without lamp complete etc. as reqd. 767 mounting rail for tled lamps 1600 lumens ( tmc 501 p 1xt led with essential led 18w tube ) 768 supplying of wall bracket light fittings suitable for 11 / 13 w cfl lamp. the fitting shall be made up of m.s. powder coated provided with integral ballast, frosted glass and 1 no. 11 / 13 wlamp duly wired upto the connector block complete as required. ( decon cat. no.05aam ) 769 supplying of ceiling light fittings suitable for 1 x 15 / 20 w led lamp. the fitting shall be made up of m.s. powder coated provided with electronic ballast, 1 no. 15 / 20 w led lamp duly wired upto the connector block etc. complete as required. 770 cirrus mini pro 15 / 20 watt & 1100 / 1600 lumens ( philips sm200c led11s 6500 psu od wh ) 771 supplying of bulk head fittings suitable for 10 w led lamp complete with ballast & accessories such as glass, wire guard, 60 w cfl lamp etc. complete as required. 772 endural led bulkhead, 10 w, 600 lumen such as ( philips wt202w led6s cw psu s2 pc ) 773 supplying of exhaustfan, all complete with mounting ring frame i / c bracket, but without regulator with shutters in the following sizes. ( g.e. alsthom, khaitan & havells company ) 774 300 mm 4 pole 775 supplying of 1400 mm sweep a.c. electric ceiling fans, capacitor type with double ball bearing complete with 300 mm down rod, canopies, shackles, blades, but without regulator suitable for operation on 230 / 240 volts, 50 hz, single phase, a.c. supply. ( crompton, khaitan & havells company ) 776 supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 777 installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length ( upto 30 cm ) with 1.5 sq. mm frls pvc insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 778 installation, testing and commissioning of pre wired, light fixture / compact fluorescent fitting of all types, complete with all accessories and tube / lamp etc. directly on ceiling / wall, including connections with 1.5 sq. mm frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 779 installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 780 upto 450 mm sweep 781 extra for fixing the louvers / shutters complete with frame for a exhaust fan of all sizes. 782 installation, testing and commissioning of wall bracket / ceiling fittings of all sizes and shapes containing upto two gls / cfl / led lamps per fitting, complete with all accessories including connections etc. as required. 783 supplying and fixing call bell / buzzer suitable for single phase, 230 v, complete as required. 784 subhead iii distribution board 785 supplying, installing, testing and commissioning of compartmentalised cubical type meter board for installation of single phase meter. the cubical board shall be made of 2mm thick c.r.c.a sheet, duly phosphatised powder coated complete with connection bus bar and following accessories mounted in it. 786 meter board 787 incoming : 788 40a tp mccb having breaking capacity 25 ka 1 no. 789 outgoing : 790 space for single phase energy meter 4 nos. 791 25 amp dp mcb 4 nos. 792 supplying, installing, testing & commissioning of single phase electronic energy meter, tested as per electricity boards requirement. 793 supplying and fixing following way, single pole and neutral, sheet steel, mcb distribution board, 240 v, on surface / recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. ( but without mcb / rccb / isolator ) 794 12 way, spn 795 supplying and fixing following rating, double pole, 240 v, isolator in the existing mcb db complete with connections, testing and commissioning etc. as required. 796 40 amps 797 supplying and fixing following rating, double pole, ( single phase and neutral ) , 240 v, residual current circuit breaker ( rccb ) , having a sensitivity current 30 ma in the existing mcb db complete with connections, testing and commissioning etc. asrequired. 798 25 amps 799 supplying of xlpe insulated, pvc sheathed 1.1 kv grade aluminium conductor heavy duty armoured cable as per is : 7098 of size : 800 4 x 16 sq.mm. 801 providing, laying and fixing following dia rcc pipe np2 class ( light duty ) in ground complete with rcc collars, jointing with cement mortar 1:2 ( 1 cement : 2 fine sand ) including trenching ( 75 cm deep ) and refilling etc. as required for crossing road / walls 802 100 mm dia 803 supplying and fixing 5 a to 32 a rating, 240 / 415 v, 10 ka, “c” curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 804 single pole 805 subhead iv earthing 806 earthing with g.i. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal / coke and salt as required. 807 providing and laying earth connection from earth electrode with 6 swg dia g.i. wire in 15 mm dia g.i. pipe from earth electrode including connection with g.i. thimble excavation and re filling as required. 808 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 809 subhead v lightning conductor 810 providing and fixing of lightning conductor finial, made of 25mm dia 300 mm long, g.i. tube, having single prong at top, with85 mm dia 6 mm thick g.i. base plate including holes etc.complete as required. 811 jointing copper / g.i. tape ( with another copper / g i tape, base of the finial or any other metallic object ) by riveting / nut bolting / sweating and soldering etc as required. 812 fixing of copper / g.i. tape 20 mm x 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( for horizontal run ) 813 fixing of copper / g.i. tape 20 mm x 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( for vertical run ) 814 providing and fixing testing joint, made of 20 mm x 3 mm thickg.i. strip, 125 mm long, with 4 nos. of g.i. bolts, nuts, chucknuts and spring washers etc. complete as required. 815 laying copper / g.i. tape 32 mm x 6 mm from earth electrodedirectly in ground as required 816 staff quarters type ii 817 earth work 818 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 819 all kinds of soil 820 filling available excavated earth ( excluding rock ) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 821 supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 822 supplying chemical emulsion in sealed containers including delivery as specified. 823 chlorpyriphos / lindane emulsifiable concentrate of 20% 824 diluting and injecting chemical emulsion for post constructional anti termite treatment ( excluding the cost of chemical emulsion ) : 825 treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 ( 1 cement : 2 coarse sand ) to match the existing floor: 826 with chlorpyriphos / lindane e.c. 20% with 1% concentration 827 excavating, supplying and filling of local earth ( including royalty ) by mechanical transport upto a lead of 5km also includingramming and watering of the earth in layers not exceeding 20cm in trenches, plinth, sides of foundation etc. complete. 828 concrete work 829 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level : 830 1:5:10 ( 1 cement : 5 coarse sand ( zone iii ) : 10 graded stone aggregate 40 mm nominal size ) 831 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 : 832 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) . 833 providing and laying damp proof course 40mm thick with cement concrete 1:2:4 ( 1 cement : 2 coarse sand ( zone iii ) : 4 graded stone aggregate 12.5mm nominal size ) 834 providing & applying a coat of residual petroleum bitumen of grade of vg 10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 835 making plinth protection 50mm thick of cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 836 reinforcedcementconcrete 837 centering and shuttering including strutting, propping etc. and removal of form for all heights: 838 foundations, footings, bases of columns, etc. for mass concrete 839 walls ( any thickness ) including attached pilasters, butteresses, plinth and string courses etc 840 columns, pillars, piers, abutments, posts and struts 841 small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like 842 edges of slabs and breaks in floors and walls 843 under 20 cms wide 844 suspended floors, roofs, landings, balconies and access platform. 845 lintels, beams, plinth beams, girders, bressumers and cantilevers. 846 providing precast cement concrete jali 1:2:4 ( 1 cement : 2 coarse sand ( zone iii ) : 4 graded stone aggregate 6mm nominal size ) , reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing with cement mortar 1:3 ( 1 cement: 3 fine sand ) etc. complete, excluding plastering of the jambs, sills and soffits. 847 50 mm thick 848 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 849 thermo mechanically treated bars of grade fe 500d or more. 850 add for plaster drip course / groove in plastered surface or moulding to r.c.c. projections. 851 providing and laying in position machine batched and machine mixed design mix m 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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.“ ( note : cement content considered in this item is @ 330 kg / cum.“excess / less cement used as per design mix is payable / recoverable separately ) . 852 all works upto plinth level 853 all works above plinth level upto floor v level 854 add for using extra cement in the items of design mix over and above the specified cement content therein. 855 brick work 856 brick work with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 in foundation and plinth in: 857 cement mortar 1:6 ( 1 cement : 6 coarse sand ) 858 providing and laying autoclaved aerated cement blocks masonry with 150mm / 230mm / 300 mm thick aac blocks in super structure above plinth level up to floor v level with rcc band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of engineer in charge. ( the payment of rcc band and reinforcement shall be made for seperately ) . 859 half brick masonry with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 in superstructure above plinth level up to floor v level. 860 cement mortar 1:4 ( 1 cement :4 coarse sand ) 861 extra for providing and placing in position 2 nos 6mm dia. m.s. bars at every third course of half brick masonry. 862 brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 including grouting with cement mortar 1:4 ( 1 cement : 4 fine sand ) . 863 marble work 864 providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand ) , joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 865 granite of any colour and shade 866 area of slab over 0.50 sqm 867 providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by engineer in charge. 868 granite work 869 extra for fixing marble / granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. 870 extra for providing opening of required size & shape for wash basin / kitchen sink in kitchen platform, vanity counter and similar location in marble / granite / stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 871 wood work & pvc work 872 providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately ) . 873 second class teak wood 874 extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. ( area of opening for glass panes excluding portion inside rebate shall be measured ) . 875 providing and fixing isi marked flush door shutters conforming to is : 2202 ( part i ) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 876 25 mm thick ( for cupboard ) including isi marked nickel plated bright finished m.s. piano hinges is : 3818 marked with necessary screws 877 providing and fixing isi marked flush door shutters conforming to is : 2202 ( part i ) non decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 878 35 mm thick including isi marked stainless steel butt hinges with necessary screws 879 extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters ( over all area of door shutter to be measured ) . 880 providing and fixing wire gauge shutters using galvanized m.s. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 881 35 mm thick shutters 882 kiln seasoned and chemically treated hollock wood 883 providing and fixing m.s. grills of required pattern in frames of windows etc. with m.s. flats, square or round bars etc. including priming coat with approved steel primer all complete. 884 fixed to steel windows by welding 885 providing and fixing fly proof galvanized m.s. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. 886 with 12 mm mild steel u beading 887 providing and fixing oxidised m.s. casement stays ( straight peg type ) with necessary screws etc. complete. 888 250 mm weighing not less than 150 gms 889 providing and fixing aluminium sliding door bolts, isi marked anodised ( anodic coating not less than grade ac 10 as per is : 1868 ) , transparent or dyed to required colour or shade, with nuts and screws etc. complete : 890 250x16 mm 891 providing and fixing aluminium tower bolts, isi marked, anodised ( anodic coating not less than grade ac 10 as per is : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 892 200x10 mm 893 providing and fixing aluminium handles, isi marked, anodised ( anodiccoating not less than grade ac 10 as per is : 1868 ) transparent or dyedto required colour or shade, with necessary screws etc. complete : 894 125 mm 895 providing and fixing aluminium hanging floor door stopper, isi marked, anodised ( anodic coating not less than grade ac 10 as per is : 1868 ) transparent or dyed to required colour and shade, with necessary screws etc. complete. 896 twin rubber stopper 897 providing & fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to is : 2046 type s, including cost of adhesive of approved quality. 898 1.5 mm thick 899 providing and fixing pre laminated flat pressed 3 layer ( medium density ) particle board or graded wood particle board is : 3087 marked, with oneside decorative and other side balancing lamination grade i, type iiexterior grade is : 12823 marked, in shelves with screws and fittingswherever required, edges to be painted with polyurethane primer ( fittingsto be paid separately ) . 900 18 mm thick 901 providing and fixing factory made upvc white colour sliding glazed window upto 1.50 m in height dimension comprising of upvc multi chambered frame with in built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length ( shape & size according to upvc profile ) , appropriate dimension of upvc extruded glazing beads and upvc extruded interlocks, epdm gasket, wool pile, zinc alloy ( white powder coated ) touch locks with hook, zinc alloy body with single nylon rollers ( weight bearing capacity to be 40 kg ) , g.i fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. after fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of engineer in charge. ( single / double glass panes, wire mesh and silicon sealent shall be paid separately ) . variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 902 three track three panels sliding window with fly proof s.s wire mesh ( two nos. glazed & one no. wire mesh panels ) made of ( big series ) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. ( area of window above 1.75 sqm ) . 903 providing and fixing isi marked oxidised m.s. single acting spring hingeswith necessary screws etc. complete : 904 150 mm 905 providing and fixing oxidised m.s. hasp and staple ( safety type ) conforming to is : 363 with necessary screws etc. complete : 906 90 mm 907 providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 908 75 mm 909 providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling etc. with iron screws, plugs and priming coat on unexposed surface etc. complete 2nd class teak wood. 910 50x50 mm ( base and height ) 911 float glass panes 912 4 mm thick glass pane ( weight not less than 10kg / sqm ) . 913 steel work 914 providing and fixing 1mm thick m.s. sheet door with frame of 40x40x6 mm angle iron and 3 mm m.s. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 915 using m.s. angles 40x40x6 mm for diagonal braces 916 providing and fixing factory made isi marked steel glazed doors, windows and ventilators, side / top / centre hung, with beading and all members such as f7d, f4b, k11 b and k12 b etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, ( sectional weight of only steel members shall be measured for payment ) . 917 fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) 918 providing and fixing t iron frames for doors, windows and ventilators of mild steel tee sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 919 fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) 920 providing and fixing circular / hexagonal cast iron or m.s. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick m.s. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron / m.s. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. clamp shall be made of 12 mm dia m.s. bar bent to shape as per standard drawing. 921 providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 922 m.s. tube 923 providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 924 4.0 mm thick glass panes 925 flooring 926 providing and fixing glass strips in joints of terrazo / cement concrete floors. 927 40 mm wide and 4 mm thick 928 kota stone slab flooring 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 ) : 929 25 mm thick. 930 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 polishing complete. 931 extra for pre finished nosing in treads of steps of kota stone / sand stone slab. 932 extra for kota stone / sand stone in treads of steps and risers using single length up to 1.05 metre. 933 providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 ( thickness to be specified by the manufacturer ) , of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer in charge, in skirting, 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 @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 934 providing and laying ceramic glazed floor tiles of size 300x300 mm ( 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, laid on 20 mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand ) , jointing with grey cement slurry @ 3.3kg / sqm including pointing the joints with white cement and matching pigment etc., complete. 935 providing and laying vitrified floor tiles in different sizes ( thickness to be specified by the manufacturer ) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand ) , jointing with grey cement slurry @ 3.3kg / sqm including grouting the joints with white cement and matching pigments etc., complete. 936 size of tile 600x600 mm 937 providing and laying vitrified tiles in different sizes ( thickness to be specified by manufacturer ) , with water absorption less than 0.08 % and conforming to i.s. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 ( 1cement: 3 coarse sand ) , jointing with grey cement slurry @ 3.3kg / sqm including grouting the joint with white cement & matching pigments etc. complete. 938 size of tile 400x400 mm 939 roofing 940 providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 ( 1 cement : 3 fine sand ) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 ( 1 cement : 3 fine sand ) and finished neat. 941 with common burnt clay f.p.s. ( non modular ) brick tilesof class designation 10 942 making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size ) over p.v.c. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 ( 1 cement : 3 coarse sand ) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 943 finishing 944 12 mm cement plaster of mix 945 1:6 ( 1 cement: 6 coarse sand ) 946 15 mm cement plaster on rough side of single or half brick wall of mix: 947 1:6 ( 1 cement: 6 coarse sand ) 948 cement plaster 1:3 ( 1 cement: 3 coarse sand ) finished with a floatingcoat of neat cement. 949 20 mm cement plaster 950 6mm cement plaster of mix 951 1:3 ( 1 cement : 3 fine sand ) 952 white washing with lime to give an even shade : 953 new work ( three or more coats ) 954 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 955 new work ( two or more coats ) over and including water thinnable priming coat with cement primer 956 finishing walls with premium acrylic smooth exterior paint withsilicone additives of required shade: 957 new work ( two or more coats applied @ 1.43 ltr / 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg / 10 sqm ) 958 applying priming coat: 959 with ready mixed pink or grey primer of approved brand and manufacture on wood work ( hard and soft wood ) 960 with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron / steel works 961 painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 962 two or more coats on new work 963 painting with black anti corrosive bitumastic paint of approved brand and manufacture to give an even shade : 964 two or more coats on new work 965 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 966 water proofing 967 providing and laying in situ seven course water proofing treatment with app ( atactic poly propylene ) modified polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 kg / sqm, which shall consist of blown type bitumen of grade 85 / 25 conforming to is : 702, 3rd and 5th layers of roofing membrane app modified polymeric membrane 1.5 mm thick of 2.25 kg / sqm weight consisting of five layers prefabricated with centre core as 20 micron hmhdpe film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron hmhdpe film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 ( 1cement : 3 fine sand ) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 ( 1 cement : 3 fine sand ) and finished neat ( item of laying brick tiles shall be paid for separately ) . 968 applying a slurry coat of neat cement using 2.75 kg / sqm of cement admixed with water proofing compound conforming to is. 2645 and approved by engineer in charge over the rcc slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. 969 laying brick bats with mortar using broken bricks / brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 ( 1 cement : 5 coarse sand ) admixed with water proofing compound conforming to is : 2645 and approved by engineerin charge over 20 mm thick layer of cement mortar of mix 1:5 ( 1 cement :5 coarse sand ) admixed with water proofing compound conforming to is : 2645 and approved by engineerin charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. 970 after two days of proper curing applying a second coat of cement slurry using 2.75 kg / sqm of cement admixed with water proofing compound conforming to is : 2645 and approved by engineer in charge. 971 finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 ( 1 cement :4 coarse sand ) admixed with water proofing compound conforming to is : 2645 and approved by engineer in charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. 972 the whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“all above operations to be done in order and as directed and specified by the engineer in charge : 973 providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of w.c., kitchen and the like consisting of: 974 ist course of applying cement slurry @ 4.4 kg / sqm mixed with water proofing compound conforming to is 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. 975 iind course of 20 mm 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. 976 iiird course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. 977 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 ) . 978 non shedule items 979 providing and laying cinder filling in sunken floors and other locationswith approved quality cinder including watering and light ramming etc.required for proper compaction / completion of the work complete in all respects as per drawings and as directed by the engineer in charge. 980 providing and fixing aluminium handles, isi marked, anodised ( anodic coating not less than grade ac 10 as per is : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 981 150 mm 982 providing and fixing aluminium door buffer of approved make, design and colour with necessary screws etc all complete as directed and specified by the engineer in charge : 983 providing and laying 1st quality ceramic glazed anti skid floortiles of size 300x300 mm ( thickness to be specified by the manufacturer ) conforming to is:15622 in all colours, shades, sizes as approved over 20 mm thick bed of cement mortar 1: 4 ( 1 cement : 4 coarse sand ) including pointing the joints with white cement and matching pigment etc complete in all respects as per specifications / drawings and to the entire satisfaction to the architect. 984 staff quarter ii ( g+1 ) 985 earth work 986 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 987 all kinds of soil. 988 excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 989 all kinds of soil 990 pipes, cables etc, not exceeding 80 mm dia. 991 pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 992 filling available excavated earth ( excluding rock ) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 993 roofing 994 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, ( i ) single socketed pipes. 995 110 mm diameter 996 providing and fixing on wall face unplasticised pvc moulded fittings / accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. 997 coupler 998 110 mm 999 bend 87.5° 1000 110 mm bend 1001 shoe ( plain ) 1002 110 mm shoe 1003 providing and fixing unplasticised pvc pipe clips of approved design to unplasticised pvc rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with m.s. screws of required length, including cutting brick work and fixing in cement mortar 1:4 ( 1 cement : 4 coarse sand ) and making good the wall etc. complete. 1004 110 mm 1005 providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 1006 sanitary installations 1007 providing and fixing water closet squatting pan ( indian type w.c. pan ) with 100 mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, 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: 1008 white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests 1009 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, including flush pipe, 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. 1010 w.c. pan with isi marked white solid plastic seat and lid 1011 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: 1012 white vitreous china flat back wash basin size 550x 400 mm with single 15 mm c.p. brass pillar tap 1013 providing and fixing stainless steel a isi 304 ( 18 / 8 ) kitchen sink as per is: 13983 with c.i. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 1014 kitchen sink with drain board 1015 510x1040 mm bowl depth 250 mm 1016 extra for using coloured pedestal type w.c pan ( european type ) with low level cistern of same colour instead of white vitreous china w.c pan and cistern. 1017 providing and fixing 600x450 mm beveled edge mirror of superior glass ( of approved quality ) complete with 6 mm thick hard board ground fixed to wooden cleats with c.p. brass screws and washers complete. 1018 providing and fixing toilet paper holder : 1019 vitreous china 1020 providing and fixing soil, waste and vent pipes : 1021 100 mm dia. 1022 centrifugally cast ( spun ) iron socket & spigot ( s&s ) pipe as per is: 3989 1023 75mm diameter 1024 centrifugally cast ( spun ) iron socketed pipe as per is: 3989 1025 providing and fixing m.s. holder bat clamps of approved design to sand cast iron / cast iron ( spun ) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , including cost of cutting holes and making good the walls etc. : 1026 for 100 mm dia. pipe 1027 for 75 mm dia. pipe 1028 providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 1029 100 mm 1030 sand cast iron s&s as per is 3989 1031 75 mm 1032 sand cast iron s&s as per is 3989 1033 providing and fixing plain bend of required degree. 1034 100 mm 1035 sand cast iron s&s as per is : 3989 1036 75 mm 1037 sand cast iron s&s as per is 3989 1038 providing and fixing heel rest sanitary bend 1039 100 mmdia 1040 sand cast iron s&s as per is 3989 1041 75 mm dia 1042 sand cast iron s&s as per is 3989 1043 providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 1044 100x100x100mm 1045 sand cast iron s&s as per is 3989 1046 75x75x75mm 1047 sand cast iron s&s as per is 3989 1048 providing and fixing single equal plain junction of required degree 1049 100x100x100mm 1050 sand cast iron s&s as per is 3989 1051 75x75x75mm 1052 sand cast iron s&s as per is 3989 1053 providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete : 1054 100 mm 1055 sand cast iron s&s as per is 3989 1056 75 mm 1057 sand cast iron s&s as per is 3989 1058 providing and fixing terminal guard : 1059 100 mm 1060 sand cast iron s&s as per is 3989 1061 75 mm 1062 sand cast iron s&s as per is 3989 1063 providing and fixing collar : 1064 100 mm 1065 sand cast iron s&s as per is 3989 1066 75 mm 1067 sand cast iron s&s as per is 3989 1068 providing lead caulked joints to sand cast iron / centrifugally cast ( spun ) iron pipes and fittings of diameter : 1069 100 mm 1070 75 mm 1071 providing and fixing m.s. stays and clamps for sand cast iron / centrifugally cast ( spun ) iron pipes of diameter : 1072 100 mm 1073 75 mm 1074 providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 1075 100 mm inlet and 100 mm outlet 1076 sand cast iron s&s as per is: 1729 1077 cutting chases in brick masonry walls for following diameter sand cast iron / centrifugally cast ( spun ) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size ) , including necessary plaster and pointing in cement mortar 1:4 ( 1 cement : 4 coarse sand ) : 1078 100 mm dia 1079 painting sand cast iron / centrifugally cast ( spun ) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer ( of approved quality ) for new work : 1080 100 mm diameter pipe 1081 75 mm diameter pipe 1082 providing and fixing ptmt waste coupling for wash basin and sink, of approved quality and colour. 1083 waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms 1084 providing and fixing ptmt bottle trap for wash basin and sink. 1085 bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 1086 providing and fixing ptmt liquid soap container 109 mm wide, 125 mm high and 112 mm 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. 1087 providing and fixing ptmt towel rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fittings arrangement of approved quality and colour. 1088 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 1089 providing and fixing g.i. pipes complete with g.i. fittings including trenching & refilling. 1090 external work 1091 32mmdia nominal bore 1092 40mmdia nominal bore 1093 50mmdia nominal bore 1094 water supply 1095 providing and fixing chlorinated polyvinyl chloride ( cpvc ) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, including 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. 1096 internal work exposed on wall 1097 25 mm nominal outer dia pipes metre 1098 32 mm nominal outer dia pipes metre 1099 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 the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge. 1100 concealed work, including cutting chases and making good the walls etc. 1101 15 mm nominal outer dia pipes 1102 20 mm nominal outer dia pipes 1103 making connection of g.i. distribution branch with g.i. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 1104 25 to 40 mm nominal bore 1105 providing and fixing brass stop cock of approved quality : 1106 15 mm nominal bore 1107 20 mm nominal bore 1108 providing and fixing gun metal gate valve with c.i. wheel of approved quality ( screwed end ) : 1109 25mm nominal bore 1110 32mm nominal bore 1111 40mm nominal bore 1112 providing and fixing ball valve ( brass ) of approved quality, high or low pressure, with plastic floats complete : 1113 25 mm nominal bore 1114 providing and fixing brass ferrule with c.i. mouth cover including boring and tapping the main : 1115 25 mm nominal bore 1116 providing and fixing uplasticised pvc connection pipe with brass unions : 1117 45 cm length 1118 15 mm nominal bore 1119 providing and fixing c.p. brass shower rose with 15 or 20 mm inlet : 1120 100 mm diameter 1121 providing and placing on terrace ( at all floor levels ) polyethylene water storage tank, is : 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. 1122 rectangular tank 1123 providing and fixing c.p. brass bib cock of approved quality conforming to is:8931 : 1124 15 mm nominal bore 1125 providing and fixing c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. 1126 15 mm nominal bore 1127 providing and fixing c.p. brass stop cock ( concealed ) of standard design and of approved make conforming to is:8931. 1128 15 mm nominal bore. 1129 providing and fixing c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is:8931 1130 15 mm nominal bore 1131 providing and fixing ptmt grating of approved quality and colour. 1132 circular type. 1133 100 mm nominal dia. 1134 cutting holes up to 15x15 cm in r.c.c. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , including finishing complete so as to make it leak proof. 1135 sewarage & drainage 1136 providing, laying and jointing glazed stoneware pipes class sp 1 with stiff mixture of cement mortar in the proportion of 1:1 ( 1 cement : 1 fine sand ) including testing of joints etc. complete : 1137 100 mm diameter 1138 150 mm diameter 1139 providing and laying cement concrete 1:5:10 ( 1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size ) all round s.w. pipes including bed concrete as per standard design : 1140 100 mm diameter s.w. pipe 1141 150 mm diameter s.w. pipe 1142 providing and fixing square mouth s.w. gully trap class sp 1 complete with c.i. grating brick masonry chamber with water tight c.i. cover with frame of 300 x300 mm size ( inside ) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70kg as per standard design: 1143 150 x 100 mm size p type 1144 with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 1145 constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with r.c.c. top slab with 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size ) , inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand ) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design : 1146 inside size 90x80 cm and 45 cm deep including c.i. cover with frame ( light duty ) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg ( weight of cover 23 kg and weight of frame 15 kg ) : 1147 with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 1148 extra for depth for manholes : 1149 size 90x80 cm 1150 with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 1151 providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per is : 10910, on 12 mm dia steel bar conforming to is: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) complete as per design. 1152 making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) cement plastered on both sides with cement mortar 1:3 ( 1 cement : 3 coarse sand ) , finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 1153 for pipes 100 to 250 mm diameter 1154 providing, laying and jointing non pressure np2 class ( light duty ) rcc pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand ) including testing of joints etc. complete : 1155 150 mm dia rcc pipe 1156 250 mm dia rcc pipe 1157 sq type ii ( g+1 ) 1158 subhead i wiring 1159 wiring for light point / fan point / exhaust fan point / call bell point with 1.5 sq.mm frls pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with modular switch, modular plate, suitable gi box and earthing the point with 1.5 sq.mm frls pvc insulated copper conductor single core cable etc. as required. 1160 group c 1161 wiring for light / power plug with 2x4 sq. mm frls pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit alongwith 1 no. 4 sq. mm frls pvc insulated copper conductor single core cable for loop earthing as required. 1162 supplying and fixing following size / modules, gi box alongwith modular base & cover plate for modular switches in recess etc. as required. 1163 4 module ( 125 mmx75 mm ) 1164 supplying and fixing following modular switch / socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1165 15 / 16 a switch 1166 3 pin 5 / 6 a socket outlet 1167 telephone socket outlet 1168 tv antenna socket outlet 1169 wiring for circuit / submain wiring alongwith earth wire with the following sizes of frls pvc insulated copper conductor, single core cable in surface / recessed steel conduit as required. 1170 2 x 2.5 sq.mm + 1 x 2.5 sq.mm earth wire 1171 2 x 10 sq. mm + 1 x 6 sq. mm earth wire 1172 supplying and drawing co axial tv cable rg 6 grade, 0.7 mm solid copper conductor pe insulated, shielded with fine tinned copper braid and protected with pvc sheath in the existing surface / recessed steel / pvc conduit as required. 1173 supplying and fixing of following sizes of steel conduit along with accessories in surface / recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 1174 25 mm 1175 supplying and fixing following size / modules, gi box alongwith modular base & cover plate for modular switches in recess etc. as required. 1176 1 or 2 module ( 75 mmx75 mm ) 1177 supplying and drawing following pair 0.5 mm dia frls pvc insulated annealed copper conductor, unarmored telephone cable in the existing surface / recessed steel / pvc conduit as required. 1178 2 pair 1179 supplying and fixing of following sizes of medium class pvc conduit along with accessories in surface / recess including cutting the wall and making good the same in case of recessed conduit as required. 1180 20 mm 1181 25 mm 1182 providing and fixing in position 2mm thick m.s. telephone junction box of size suitable for fixing of following krone tag block with key lock arrangement. also provide clamps for fixing tag blocks. 1183 10 pair telephone tag blockwith box 1184 supplying, laying of 10 pair unarmoured pvc insulated copper conductor ( atc ) telephone cable in ground / existing pipes / on wall and making connection with telephone main junction box ( mdf ) including supports and all accessories as required 1185 10 pair cable unarmoured 1186 subhead ii supply & installation of fittings 1187 supplying of following box type fl. fitting made out of crca sheet finished in antirust treated non yellowing super white stove enamelled paint duly wired with copper wound heavy duty choke starter holder, starter but without lamp complete etc. as reqd. 1188 mounting rail for tled lamps 1600 lumens ( tmc 501 p 1xt led with essential led 18w tube ) 1189 supplying of wall bracket light fittings suitable for 11 / 13 w cfl lamp. the fitting shall be made up of m.s. powder coated provided with integral ballast, frosted glass and 1 no. 11 / 13 wlamp duly wired upto the connector block complete as required. ( decon cat. no.05aam ) 1190 supplying of ceiling light fittings suitable for 1 x 15 / 20 w led lamp. the fitting shall be made up of m.s. powder coated provided with electronic ballast, 1 no. 15 / 20 w led lamp duly wired upto the connector block etc. complete as required. 1191 cirrus mini pro 15 / 20 watt & 1100 / 1600 lumens ( philips sm200c led11s 6500 psu od wh ) 1192 supplying of bulk head fittings suitable for 10 w led lamp complete with ballast & accessories such as glass, wire guard, 60 w cfl lamp etc. complete as required. 1193 endural led bulkhead, 10 w, 600 lumen such as ( philips wt202w led6s cw psu s2 pc ) 1194 supplying of exhaustfan, all complete with mounting ring frame i / c bracket, but without regulator with shutters in the following sizes. ( g.e. alsthom, khaitan & havells company ) 1195 300 mm 4 pole 1196 supplying of 1400 mm sweep a.c. electric ceiling fans, capacitor type with double ball bearing complete with 300 mm down rod, canopies, shackles, blades, but without regulator suitable for operation on 230 / 240 volts, 50 hz, single phase, a.c. supply. ( crompton, khaitan & havells company ) 1197 supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 1198 installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length ( upto 30 cm ) with 1.5 sq. mm frls pvc insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 1199 installation, testing and commissioning of pre wired, light fixture / compact fluorescent fitting of all types, complete with all accessories and tube / lamp etc. directly on ceiling / wall, including connections with 1.5 sq. mm frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 1200 installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 1201 upto 450 mm sweep 1202 extra for fixing the louvers / shutters complete with frame for a exhaust fan of all sizes. 1203 installation, testing and commissioning of wall bracket / ceiling fittings of all sizes and shapes containing upto two gls / cfl / led lamps per fitting, complete with all accessories including connections etc. as required. 1204 supplying and fixing call bell / buzzer suitable for single phase, 230 v, complete as required. 1205 subhead iii distribution board 1206 supplying, installing, testing and commissioning of compartmentalised cubical type meter board for installation of single phase meter. the cubical board shall be made of 2mm thick c.r.c.a sheet, duly phosphatised powder coated complete with connection bus bar and following accessories mounted in it. 1207 meter board 1208 incoming : 1209 40a tp mccb having breaking capacity 25 ka 1 no. 1210 outgoing : 1211 space for single phase energy meter 4 nos. 1212 25 amp dp mcb 4 nos. 1213 supplying, installing, testing & commissioning of single phase electronic energy meter, tested as per electricity boards requirement. 1214 supplying and fixing following way, single pole and neutral, sheet steel, mcb distribution board, 240 v, on surface / recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. ( but without mcb / rccb / isolator ) 1215 12 way, spn 1216 supplying and fixing following rating, double pole, 240 v, isolator in the existing mcb db complete with connections, testing and commissioning etc. as required. 1217 40 amps 1218 supplying and fixing following rating, double pole, ( single phase and neutral ) , 240 v, residual current circuit breaker ( rccb ) , having a sensitivity current 30 ma in the existing mcb db complete with connections, testing and commissioning etc. asrequired. 1219 25 amps 1220 supplying of xlpe insulated, pvc sheathed 1.1 kv grade aluminium conductor heavy duty armoured cable as per is : 7098 of size : 1221 4 x 16 sq.mm. 1222 providing, laying and fixing following dia rcc pipe np2 class ( light duty ) in ground complete with rcc collars, jointing with cement mortar 1:2 ( 1 cement : 2 fine sand ) including trenching ( 75 cm deep ) and refilling etc. as required for crossing road / walls 1223 100 mm dia 1224 supplying and fixing 5 a to 32 a rating, 240 / 415 v, 10 ka, “c” curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 1225 single pole 1226 subhead iv earthing 1227 earthing with g.i. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal / coke and salt as required. 1228 providing and laying earth connection from earth electrode with 6 swg dia g.i. wire in 15 mm dia g.i. pipe from earth electrode including connection with g.i. thimble excavation and re filling as required. 1229 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 1230 subhead v lightning conductor 1231 providing and fixing of lightning conductor finial, made of 25mm dia 300 mm long, g.i. tube, having single prong at top, with85 mm dia 6 mm thick g.i. base plate including holes etc.complete as required. 1232 jointing copper / g.i. tape ( with another copper / g i tape, base of the finial or any other metallic object ) by riveting / nut bolting / sweating and soldering etc as required. 1233 fixing of copper / g.i. tape 20 mm x 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( for horizontal run ) 1234 fixing of copper / g.i. tape 20 mm x 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( for vertical run ) 1235 providing and fixing testing joint, made of 20 mm x 3 mm thickg.i. strip, 125 mm long, with 4 nos. of g.i. bolts, nuts, chucknuts and spring washers etc. complete as required. 1236 laying copper / g.i. tape 32 mm x 6 mm from earth electrodedirectly in ground as required 1237 leveling 1238 2.00 mtr. width. pathway 1239 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 lift upto 1.5m, disposed earth to be levelled and neatly dressed. 1240 all kinds of soil 1241 filling available excavated earth ( excluding rock ) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1242 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. all work upto plinth level. 1243 1:5:10 ( 1 cement : 5 coarse sand ( zone iii ) : 10 graded stone aggregate 40 mm nominal size ) . 1244 c / s for mass concrete 1245 providing and laying 60mm thick faciory made cement concrete interlocking paver block of m 30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer in charge. 1246 providing and laying at or near ground level factory made kerb stone of m 25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 ( 1 cement: 3 coarse sand ) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5mm ) , including making drainage opening wherever required complete etc. as per direction of engineer in charge ( length of finished kerb edging shall be measured for payment ) . ( precast c.c. kerb stone shall be approved by engineer in charge ) . 1247 15 mm plaster 1.4 1248 preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 1249 supplying and stacking at site. 1250 90 mm to 45 mm size stone aggregate 1251 63 mm to 45 mm size stone aggregate 1252 stone screening 13.2 mm nominal size 1253 stone screening 11.2 mm nominal size 1254 red bajri 1255 moorum 1256 providing and applying tack coat using hot straight run bitumen of grade vg 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : 1257 on w.b.m. @ 0.75 kg / sqm 1258 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete ( tack coat to be paid for separately ) . 1259 with paving asphalt grade vg 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt 1260 providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve ) with bitumen using 128kg of bitumen of grade vg 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. 1261 laying, spreading and compacting stone aggregate of specified sizes to wbm specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8 10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . 1262 qty same as 63 45 mm size stone aggregate 1263 qty same as 90 45 mm size stone aggregate 1264 providing and laying at or near ground level factory made kerb stone of m 25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 ( 1 cement: 3 coarse sand ) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5mm ) , includingmaking drainage opening wherever required complete etc. as per direction of engineer in charge ( length of finished kerb edging shallbe measured for payment ) . ( precast c.c. kerb stone shall be approved by engineer in charge ) . 1265 excavating, supplying and filling of local earth ( including royalty ) by mechanical transport upto a lead of 5km also including ramming andwatering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 1266 all kinds of soil 1267 total cost for 35.00 sqm 1268 external water supply 1269 external fresh water supply 1270 excavating trenches upto 1.5 meter depth in all kind ofsoil of required width for pipes. including excavation for sockets and dressing of sides ramming of bottoms including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m or as directed at site by engg in charge. 1271 all kinds of soil 1272 pipes, cables etc, not exceeding 80 mm dia. 1273 providing and fixing chlorinated polyvinyl chloride ( cpvc ) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings. this includes jointing of pipes & fittings with one step cpvc solvent cement, trenching, refilling & testing of joints complete as per direction of engineer in charge : external work 1274 external work 1275 25 mm dia nominal bore 1276 for vertical 1277 type 2 ( g ) ( 3+5 ) = 8 meter 1278 type guest house ( 3+5 ) = 8 meter 1279 32 mm dia nominal bore for horizontal surface 1280 for vertical 1281 type iii ( 3+5 ) = 8meter 1282 type ii ( 3x3+5+3+5 ) = 22 meter 1283 40 mm dia nominal bore 1284 50 mm dia nominal bore 1285 providing and fixing gun metal non return valve of approved quality ( screwed end ) : 1286 32 mm nominal bore 1287 horizontal 1288 construction of masonary chamber60x60x75 inside in brickwork cement mortar 1.6 1289 with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 1290 providing and fixing c.i. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete ( the tail pieces, tapers etc if required will be paid separately ) : 1291 50 mm dia 1292 50 mm dia 1293 100 mm dia 1294 providing and fixing gun metal gate valve with c.i. wheel of approved quality ( screwed end ) : 1295 25 mm nominal bore 1296 32 mm nominal bore 1297 40 mm nominal bore 1298 50 mm nominal bore 1299 providing and laying in position cement concreteof specified grade excluding the cost of centering and shuttering ( for thrust blocks at bends and junctions of water lines ) by 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone agg. 20 mm nominal size ) 1300 providing and fixing g.i. union in gi pipe including cutting and threading the pipe and making long screws etc. complete ( new work ) 1301 25 mm nominal bore 1302 32 mm nominal bore 1303 40 mm nominal bore 1304 50 mm nominal bore 1305 providing and fixing in position pre cast r.c.c. manhole cover and frame of required shape and approved quality 1306 ld 2.5 1307 rectangular shape 600*450 mm internal dimensions 1308 external sewer line 1309 external sewer line 1310 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1311 excavating trenches of required width for pipes, cable, etcincluding excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.50m including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. 1312 all kinds of soil 1313 pipes cables etc. exceeding 80 mm dia. but not exceeding 300mm dia. 1314 pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm 1315 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1316 1:4:8 ( 1 cement : 4 coarse sand ( zone iii ) : 8 graded stone aggregate 40 mm nominal size ) 1317 providing and laying non pressure np2 class ( light duty ) r.c.c. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand ) including testing of joints etc. complete : 1318 150 mm dia. r.c.c. pipe 1319 250 mm dia. r.c.c. pipe 1320 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level : 1321 1:5:10 ( 1 cement : 5 coarse sand ( zone iii ) : 10 graded stone aggregate 40 mm nominal size ) . 1322 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) 1323 providing and laying non pressure np2 class ( light duty ) r.c.c. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1cement : 2 fine sand ) including testing of joints etc. complete : 1324 300 mm dia. r.c.c. pipe 1325 450 mm dia. r.c.c. pipe 1326 centering and shuttering including strutting, propping etc. and removal of form for : 1327 foundations, footings, bases of columns, etc. for mass concrete. 1328 constructing brick masonry manholein cement mortar 1 : 4 ( 1 cement : 4 coarse sand ) with rcc top slab with 1 : 2 : 4 mix ( 1 cement : 2 coarse sand : 4gradestone aggregate 20mm nominal size ) ; foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 gradedstoneaggregate40 mm nominalsize ) insideplastering 12 mm thickwith cementmortar 1:3 ( 1cement 3 coarse sand ) finished with a floating coat of neat cement and makingchannels incementconcrete 1:2:4 ( 1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size ) finishd with a floating coat ofneatcement completeasper standard design 1329 inside size 90 x 80 cm & 45 cmdeep including ci cover with frame ( light duty ) 455 x 610mm internal dimensions, total weight of cover & frame to be not lessthan 38 kg ( weight of cover 23 kg and weight of frame 15 kg ) 1330 with common burnt clay f.p.s. ( non modular ) bricks of classic designation 7.5 1331 inside size 120 x 90 cm & 90 cmdeep including ci cover with frame ( medium duty ) 560mm internal diameter, total wt. of cover & frame to be not lessthan 208 kg ( wt. of cover 108 kg and wt. of frame 100 kg ) 1332 with common burnt clay f.p.s. ( non modular ) bricks of classic designation 7.5 1333 extra for depth for manholes: 1334 size 90 x 80 cm 1335 with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 1336 size 120 x 90 cm 1337 with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 1338 providing and fixing square mouths. w. gully trapclass sp 1 complete with c.i. gratingbrickmasonry chamber with water tight ci cover with frame of 300 x 300 mm size ( inside ) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design 1339 180 x 150 mm. size p type 1340 with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 1341 constructing brick masonry circular type manhole 0.91m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 ( 1 cement :4 coarse sand ) , in side cement plaster 12 mm thick with cement mortar 1:3 ( 1cement : 3 coarse sand ) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size ) , and making necessary channel in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) finished with a floating coat of neat cement, all complete as per standard design : 1342 circular manhole internal dia 0.91mtr. 1343 constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 ( 1 cement :4 coarse sand ) inside cement plaster 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand ) finished with a floating coat of neat cement foundation concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) and making necessary channel in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement, all complete as per standard design : 1344 1.68 m deep with sfrc cover and frame ( heavy duty hd 20 grade designation ) 560 mm internal diameter conforming to i.s. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) including centering, shuttering all complete. ( excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately ) : 1345 with sewer bricks conforming is : 4885 1346 extra depth for circular type manhole 1.22 m internal dia ( at bottom ) beyond 1.68 m to 2.29 m : 1347 12 mm cement plaster of mix: 1348 1:4 ( 1 cement: 4 fine sand ) 1349 constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 ( 1 cement : 4 coarse sand ) inside cement plaster 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand ) finished with a floating coat of neat cement, foundation concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) and making necessary channel in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement, all complete as per standard design : 1350 2.30 m deep with sfrc cover and frame ( heavy duty hd 20 grade designation ) 560 mm internal diameter conforming to i.s. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) including centering, shuttering all complete. ( excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately ) : 1351 with sewer bricks conforming is : 4885 1352 extra depth for circular type manhole 1.52 m internal dia ( at bottom ) beyond 2.30 m : 1353 with sewer bricks conforming is : 4885 1354 12 mmcement plaster of mix 1355 1:4 ( 1 cement : 4 coarse sand ) . 1356 providing m.s. foot restsorange colour safety footrest 1357 with 20x20 mm square bar 1358 filling available excavated earth ( excluding rock ) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 1359 drain ( 230mm x 150mm ) 1360 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1361 all kinds of soil. 1362 filling available excavated earth ( excluding rock ) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ( 40% of item no. 1 ) 1363 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level : 1364 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) 1365 1:5:10 ( 1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size ) . 1366 brick work with f.p.s. bricks of class designation 75 in foundation and plinth in: 1367 cement mortar 1:6 ( 1 cement : 6 coarse sand ) 1368 12 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1369 1:4 ( 1 cement: 4 fine sand ) 1370 drain ( 300mm x 450mm ) 1371 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1372 all kinds of soil. 1373 filling available excavated earth ( excluding rock ) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ( 40% of item no. 1 ) 1374 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level : 1375 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) 1376 1:5:10 ( 1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size ) 1377 brick work with f.p.s. bricks of class designation 75 in foundation and plinth in: 1378 cement mortar 1:6 ( 1 cement : 6 coarse sand ) 1379 12 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1380 1:4 ( 1 cement: 4 fine sand ) 1381 h.t. / l.t. panel & feeder pillars 1382 sub feeder panel 1383 incoming 1384 mccb 200a 35ka tpn 1385 indication light 1386 bus bar feeders 1387 200amp alu.bus bar tpn 1388 out going 1389 g / d phase b mccb 125a 35ka tpn 1390 b / d phase b mccb 125a 35ka tpn 1391 type 3 ( g+1 ) mccb 63a 35ka tpn 1392 type 5 mccb 32a 35ka tpn 1393 guest house mccb 32a 35ka tpn 1394 type 3 ( g+2 ) mccb 63a 35ka tpn 1395 type 2 ( g+2 ) mccb 63a 35ka tpn 1396 spare 1397 emergency section 1398 incoming 1399 mcb 125a 63ka tpn 1400 out going 1401 b / d phase b mcb 63a 35ka dp 1402 g / d phase b mcb 63a 35ka dp 1403 type 3 ( g+1 ) mcb 32a 35ka dp 1404 type 5 mcb 32a 35ka dp 1405 guest house mcb 32a 35ka dp 1406 type 3 ( g+2 ) mccb 32a 35ka dp 1407 type 2 ( g+1 ) mccb 32a 35ka dp 1408 type 2 ( g ) mccb 32a 35ka dp 1409 spare 1410 enclosure 1411 panel body fabricated in 14 / 16 swg crca sheet , powder coa ted in siemence grey colour complete in all respects universal gland plates. 1412 meter panel ( type 2 / type3 / guest house ) 1413 incoming 1414 mcb 32a 10 ka tpn 1415 indication light r, y, b 1416 bus bar feeders 1417 100amp alu.bus bar tpn 1418 out going 1419 single phase energy meter 1420 mcb 25a dp 1421 emergency section 1422 incoming 1423 mccb 32a dp 1424 out going 1425 16a dp 1426 enclosure 1427 panel body fabricated in 14 / 16 swg crca sheet , powder coa ted in siemence grey colour complete in all respects universal gland plates. 1428 meter panel ( type 3 block b ) 1429 incoming 1430 mcb 63a 10 ka tpn 1431 indication light r, y, b 1432 bus bar feeders 1433 100amp alu.bus bar tpn 1434 out going 1435 single phase energy meter 1436 mcb 25a dp 1437 emergency section 1438 incoming 1439 mccb 32a dp 1440 out going 1441 16a dp 1442 enclosure 1443 panel body fabricated in 14 / 16 swg crca sheet , powder coa ted in siemence grey colour complete in all respects universal gland plates. 1444 type ii single story only mcb & meter without bus bar 1445 external electrification 1446 supply installation, testing and commissioning of external post top lantern with following and complete as required. 1447 6m high ( 5.0m above ground ) 65mm dia gi pole as approved, adopting socket at top for fixture mentioned below, base plate 300x300x6mm and provision for mounting junction box etc. 1 set 1448 erection of pole in cement concrete 400x400x1000mm deep 1:3:6 ratio cement concrete foundation including excavation , refilling, secured with holding clamps, bolts, nuts, alighnment of poles casting etc. including 100 mm thick lean concrete shall be provided at the bottom. 1449 led type 50 watt ( street light ) light fittings of all types with allaccessories. 1450 suitable size control box with 1 no. incoming and 2 nos. outgoing terminals and 2 nos. tap out terminal with 1 no.5a hrc fuses complet 1 set 1451 suitable number ( s ) 40mm dia class b gi pipes ( s ) from above control box to upto 0.5 meter below ground level for power cable entry. 1452 lt cables 1453 supply of following size of 1.1 kv grade multicore aluminium cunductor pvc sheathed armoured cable as per is 1554. 1454 4 core 25 sqmm 1455 4 core 16 sqmm 1456 2 core 16 sqmm 1457 2 core 10 sqmm 1458 earthingwithgi earth pipe 4.50 meter long 40mm dia including accessories, and providing masonry enclosure with cover plate having lockingarrangement and watering pipe etc.with charcoal or coke and salt complete as required. 1459 earthingwithgi earth plate 600 x 600 x 3mmthickincluding accessories, and providing masonry enclosure with cover plate having lockingarrangement and watering pipe etc.ith watering pipeof 2.7 meter long etc. with charcoal or coke and salt complete as required. ( for mltp & dg body ) 1460 providing and fixing 25 mm x 5 mm copper strips in 40 mm dia g.i.pipe from earth electrode, including connection with brass nut bolts , spring washer, excavation and refilling etc, as required ( copper plate earthing ) 1461 providing and fixing 25 mm x 5 mm gi strip in 40 mm dia g.i.pipe from earth electrode, including connection with brass nut bolts , spring washer, excavation and refilling etc, as required ( copper gi plate earthing ) 1462 providing& layingearth connection from earth electrode with 6 swg dia giwire in 15 mm gi pipe from earth electrode including connection with gi thimbleexcavation and refilling etc as required. ( for gi pipe earthing ofpoles ) 1463 supply & laying of 25 x 5 mm copper earth strip in surface / recess 1464 providing and fixing 25mm x 5 mm g.i. strips on surface or in recess for connections etc. as required 1465 providing andfixing mvdanger noticeplate of200 mm x 150 mm madeofmild steelatleast 2 mm thickandvitreousenameled white on both sides & with inscription in signalred colour on front side as required. ( on 7mts poles & panels ) 1466 lt cables laying 1467 laying of one number pvc insulated and pvc sheathed / xlpe power cable of 1.1 kv grade of following size in the existing rcc / hume / metal pipe as required. 1468 upto 35 sq. mm 1469 above 35 sq. mm and upto 95 sq. mm 1470 above 95 sq. mm and upto 185 sq. mm 1471 above 185 sq. mm and upto 400 sq. mm 1472 supplying and laying of following size dwc hdpe pipe isi marked along with all accessories like socket, bend, couplers etc. conforming to is 14930, part ii complete with fitting and cutting, jointing etc.direct in ground ( 75 cm below ground level ) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 1473 63 mm dia ( od 63 mm & id 51 mm nominal ) 1474 120 mm dia ( od 120 mm & id 103 mm nominal ) 1475 160 mm dia ( od 160 mm & id 135 mm nominal ) sqmm 1476 200 mm dia ( od 200 mm & id 175 mm nominal ) 1477 supplying and making end termination with brass comperession gland and aluminium lugs for following size of pvc insulated and pvc sheathed / xlpe aluminium conductor cable of 1.1 kv grade as required 1478 4 core 25 sqmm 1479 4 core 16 sqmm 1480 3.5 core 240 sqmm 1481 3.5 core 95 sqmm 1482 2 core 50 sqmm 1483 2 core 16 sqmm 1484 2 core 10 sqmm 1485 excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 1486 ordinary rock 1487 pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 1488 providing and laying non pressure np2 class ( light duty ) r.c.c. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand ) including testing of joints etc. complete : 1489 150 mm dia. r.c.c. pipe 1490 earth work in excavation by mechanical means ( hydraulic excavator ) i 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1491 all kinds of soil.0.00 1.50m 1492 earth work in excavation by mechanical means ( hydraulic excavator ) i 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1493 all kinds of soil.1.50 3.00m 1494 filling available excavated earth ( excluding rock ) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 1495 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level : 1496 1:5:10 ( 1 cement : 5 coarse sand ( zone iii ) : 10 graded stone aggregate 40 mm nominal size ) . 1497 providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement all work up to plinth level: 1498 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ) 1499 centering and shuttering including strutting, propping etc. and removal of form for: 1500 foundations, footings, bases of columns, etc. for mass concrete. 1501 walls ( any thickness ) including attached pilasters, butteresses, plinth and string courses etc. 1502 suspended floors, roofs, landings, balconies and access platform. 1503 lintels, beams, plinth beams, girders, bressumers and cantilevers. 1504 edges of slabs and breaks in floors and walls. 1505 under 20 cm wide 1506 reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete. 1507 thermo mechanically treated bars. 1508 cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate ) finished with a floating coat of neat cement, includingcement slurry, but excluding the cost of nosing of steps etc. complete. 1509 40 mm thick with 20 mm nominal size stone aggregate 1510 6 mm cement plaster of mix : 1511 1:3 ( 1 cement : 3 fine sand ) 1512 providing and fixing in position pre cast r.c.c. manhole cover and frame of required shape and approved quality 1513 hd 20 1514 circular shape 560 mm internal diameter 1515 providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per is : 10910 on 12mm dia steel bar conforming to is : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) complete as per design. 1516 providing and fixing soil, waste and vent pipes 1517 100 mm dia. 1518 centrifugally cast ( spun ) iron socketed pipe as per is: 3989. 1519 making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and s.w. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 1520 with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 1521 dismantling work including credti items i.e bricks steels...
Due Date : April 02, 2024
Tender Value : ₹ 3.34 Crore
