East Central Railway - Bihar

43399428 auction sale of scrap rubber consisting of water delivery pipe, oxygen/acetelene air hose pipe, tyre and tube,fp/bp pipe and flexible hsd/lube oil pipe with ferrous attachment, rubber washer and various types of rubber scrap released from all departments of sorts and sizes condemned damaged etc, dms 98 lot no. 70982402098, location lying in nsd in two stacks (a) about 25 mtr. west from 2nd gate under bargad tree. (b) just north of new constructed building in old area,...

National Thermal Power Corporation Limited - Bihar

43351587 bids are invited for custom bid for services 200131813 biennial contract for mechanical maintenance of chp system equipment ntpc kanti, 10.10. ( fhcpl00bd800 ) coupling ( <> ) replacement coupling replacement. for measurement purpose any one of the following will be treated as one unit. replacement of fluid coupling ‘or’ conveyor drive brake drum ‘or’ gear box cooling fan or flexible coupling a ) shifting of new / repaired fluid coupling / brake drum / cooling fan / flexible coupling at site. b ) decoupling of fluid coupling / dismantling of thruster brakes ( if required ) and shifting of motor to the required place. c ) removal of fluid coupling / brake drum / cooling fan / flexible coupling from motor / gear box. d ) mounting of new / repaired fluid coupling / brake drum / cooling fan / flexible coupling, placement of motor and oil filling in coupling if required. e ) coupling of the drive and system normalization after the alignment. f ) trial run and defect rectification, if any fluid coupling dis mounted after dismantling then assembling of coupling after defective part replacement is in the scope of the contractor without any extra claim. g ) shifting of old fluid coupling / brake drum / cooling fan at chp workshop or as per direction of engr in charge. h ) if brake drum, cooling fan and flexible coupling replaced at a time, no extra payment will be made. it will also be applicable for removal & remounting of couplings. i ) cutting / welding required for the job comes under contractor’s scope. 10.20 ) . ( fhiid00bd800 ) impact idlers ( <> ) repl. idlers repl. / screw take up tightening and loosening / idler frame repl. / scrapper repl. / deck plate repl. replacement of rollers / idlers: [ for payment purpose replacement of total no. of rollers / idlers in one frame carrying / return will be treated as one unit. ] a ) replacement of any rollers / idlers in chp comes under this. b ) shifting of new / repaired rollers / idlers at site and fixing at required place. c ) shifting of old / damaged rollers / idlers to chp workshop / chp scrap yard. d ) if more than one rollers / idlers are replaced in same frame simultaneously, it will be treated as one unit. ‘or’ for measurement purpose any one of the following will be treated as one unit. screw take up loosening and tightening: a ) it includes all screw take ups in chp conveyors. b ) loosening of screw take up as per requirement and retightening it as per direction. or replacement of idler frame: a ) replacement of any idler frame in chp comes under this. b ) shifting of new / repaired idler frame at site and fixing at required place. c ) shifting of old / damaged idler frame to chp workshop / chp scrap yard. d ) if idlers are also replaced during frame replacement, no extra payment will be made. e ) cutting / welding required for the job comes under contractor’s scope. ‘or‘ scrapper replacement: a ) removal of worn out rubber, making new rubber from old conveyor belt / rubber sheet, as per requirement. b ) fixing of rubber in scraper and reinstallation on the conveyor. c ) cutting / welding required for the job comes under contractor’s scope. ‘or‘ replacement of deck plate ( 01. no ) : a ) removal of existing plate after removing the idlers & frames as required. b ) shifting of new deck plate ( including wooden one ) at site & fixing it. c ) normalization of the system. d ) cutting / welding required for the job comes under contractor’s scope. 10.30 ) . ( fhg / b58bd800 ) gear boxes ( hold back ) repl ( 6 hrs ) gear box hold back replacement / fluid coupling oil replacement / decoupling and coupling of gear coupling / thruster replacement / thruster overhauling gear box hold back replacement: a ) replacement of hold back of any conveyor gear box in chp comes under this. b ) shifting of new / repaired hold back from chp store / central store / central workshop to site. c ) removal of old hold back from gear box and fixing of new hold back. d ) trial run and defect rectification, if any. e ) shifting of old hold back to chp workshop. for payment purpose one g box hold back repl. will be treated as one unit. ‘or’ fluid coupling oil replacement: a ) oil replacement of any fluid coupling in chp comes under this. b ) removal of coupling guard, opening of fusible plug / filling plug and draining of oil in a can & shifting it to chp scrap yard. c ) shifting of oil at site & filling in the fluid coupling up to specified angle. d ) fitting the fusible plug / filling plug, fixing of coupling guard. for payment purpose two fluid coupling oil replacements will be treated as one unit. ‘or‘ decoupling and coupling of gear coupling ( after greasing ) : a ) this covers all gear couplings being used in chp. for payment purpose decoupling and coupling of gear coupling of one gear coupling will be treated as one unit. ‘or thruster replacement: a ) replacement of any thruster ( except stacker rail clamp ) in chp comes under this. b ) shifting of new / repaired thruster at site. c ) removal old thruster and fixing of new one, stroke adjustment as per requirement. d ) shifting of old thruster to chp workshop. e ) trial run and defect rectification if any for payment purpose one thruster repl. will be treated as one unit. ‘or’ thruster overhauling: a ) this covers for any thruster being used in chp b ) dismantling of thruster as per direction of area engr. c ) replacement of damaged part as per direction & reassembling. d ) oil filling and testing for smooth operation. for payment purpose one thruster overhauling will be treated as one unit. 10.40 ) . ( fhp / c12bd800 ) pulley / coupling ( nde brg ) repl servicing of fluid coupling / replacement of conveyor non drive end bearing / plumber block for measurement purpose any one of them will be treated as separate unit. servicing of fluid coupling: a ) this covers any fluid coupling being used in chp. b ) dismantling of fluid coupling as per direction. c ) replacement of defective parts of fluid coupling as per direction and re assembling. d ) testing of oil leakage by filling oil. defect rectification, if any. ‘or’ replacement of conveyor non drive end bearing / plumber block: a ) it includes any bearing / plumber block of any pulley including gtu / bend / snub / drive pulley of any conveyor in chp. b ) belt clamping, take up lifting & lowering will be in the scope of this contract. c ) shifting of new bearing / plumber block at site. d ) opening and removal of plumber block / bearing form the pulley. e ) mounting of new bearing on the pulley and fixing of plumber block and greasing bearings. f ) if required bearing of non drive pulley will also be replaced. g ) system normalization. trial run and defect rectification, if any. h ) if plumber block is replaced at the time of bearing replacement, no extra payment will be made. 10.50 ) . ( fhcht51bd800 ) chutes ( skirt rubber ) repl skirt rubber replacement / shifting of oil / lubricant drums skirt rubber replacement: a ) replacement of rubber of any skirt comes under this, if skirt is damaged. b ) opening of skirt rubber clamp and removing of worn out rubber. c ) making the new skirt rubber, from old conveyor belt / skirt rubber sheet, as per requirement. d ) fixing of new rubber in frame & mounting it on the skirt and trial run for leakage arresting. e ) for measurement purpose, for measurement purpose one metre or part will be taken as one unit. ‘or’ shifting of oil / lubricant drums from central stores or any other place inside plant to chp store and vice versa: a ) it includes shifting of filled oil / grease drums from central stores or any other place inside plant to chp store and vice versa. b ) shifting of one drum will be taken as one unit. c ) transportation arrangement is to be arranged by the contractor. 10.60 ) . fhp / c52bd800: conv pulleys ( <> ) ( non drive ) repl conv pulleys ( non drive ) repl / replacement of take up pulley / replacement of conveyor pulley bearing / plumber block ( drive end ) / gear coupling replacement ( one pair ) a ) replacement of all non drive pulley including snub pulley, bend pulley, tail pulley and tail snub pulley comes under this. b ) shifting of new / repaired pulley from chp store / central store / central workshop to site. c ) belt clamping, take up lifting and lowering will be in the scope of this contract. d ) removal old pulley, bearings and plumber block from the old pulley. e ) mounting of bearings and plumber blocks, on the new pulley. f ) placement of new pulley on position and alignment with the system. g ) system normalization trial run and defect rectification, if any. h ) shifting of old pulley to chp workshop / central workshop. ‘or’ replacement of take up pulley: a ) replacement of take up pulley of any conveyor comes under this. b ) shifting of new repaired pulley at site. c ) belt clamping, take up lifting and lowering will be in the scope of this contract. d ) cutting the conveyor belt at the required place if required and removal of old pulley from foundation. e ) removal of bearings / plumber blocks of pulley. f ) mounting of bearings and plumber blocks on the new pulley. g ) lifting of new pulley and mounting it on the foundation. h ) pulling of conveyor belt and belt joint will not be in the scope of this contract. i ) system normalization, trial run & defect rectification, if any. j ) shifting of old / damaged pulley to chp / central workshop. ‘or’ replacement of conveyor pulley bearing / plumber block ( drive end ) : a ) decoupling of gear box and shifting it to the required place. b ) removal of low speed side coupling half. c ) belt clamping, take up lifting and lowering will be in the scope of this contract. d ) drive pulley lifting and removal of plumber block / bearings. e ) shifting of new bearing / plumber block and mounting it on the pulley. greasing of bearing. f ) system normalization, placement of gear box and alignment. g ) trial run and defect rectification, if any. h ) if plumber block is replaced at the time of bearing replacement, no extra payment will be made. ‘or’ gear coupling replacement ( one pair ) : a ) replacement of any gear coupling of any conveyor belt comes under this. b ) shifting of new / repaired gear coupling at site. c ) removal of coupling guards, decoupling of gear box from both high speed side and slow speed side. shifting of motor and gear box at required place and removal of gear coupling after dismantling of thruster brake, if required. d ) mounting of new gear coupling, placement of gear box at foundation. e ) normalization of system after alignment, for alignment. f ) trial run and defect rectification, if any. g ) shifting of old gear coupling to chp workshop. h ) cutting / welding required for the job comes under contractor’s scope. 10.70 ) . ( fhcnp00bd800 ) conv pulleys ( <> ) repl replacement of drive pulley: a ) replacement of drive pulley of any conveyor in chp ( except coal / sampler ) comes under this. b ) shifting of new / repaired pulley from central store / chp store / central workshop to site. c ) belt clamping, take up lifting and lowering will be in the scope of this contract. d ) decoupling the gear coupling and removal of drive pulley after opening and removal of discharge hood. e ) removal of gear coupling, bearing & plumber blocks. f ) mounting of gear coupling, bearings and plumber blocks on the new pulley. g ) placement of new pulley on position & alignment of the pulley with gear box to the satisfaction of engr. in charge. h ) system normalization trial run & defect rectification, if any. i ) shifting of old pulley to chp workshop / central workshop 10.80 ) . ( fhpcc53bd800 ) crushers ( hammers ) repl replacement of full set hammers replacement of full hammers: a ) weighing of new hammers, weight balancing and shifting them to the site after internal inspection of crusher. b ) removal of hammers from the crusher and replacement of new hammers as per direction of area engineer or his representative. c ) shifting of old hammers to chp scrap yard. d ) any cutting / welding required will be in scope of contractor. 10.90. ( fhscc11bd001 ) cr hammer attend breakdown repl. of hammers in two opposite rows for measurement purpose any one of the following will be treated as separate unit. repl. of hammers in two opposite rows: a ) weighing of new hammers, weight balancing and shifting them to the site after internal inspection of crusher. b ) removal of broken / worn out hammers from the crusher and replacement of new hammers as per direction of area engineer or his representative. c ) shifting of old hammers to chp scrap yard. d ) any cutting / welding required will be in scope of contractor. 10.100 ( fhgzf17bd800 ) grizzly feeders ( shaft assly. ) repl replacement of g.f. shaft / replacement of crusher kick off plate replacement of g.f. shaft ( one no. of shaft ) : a ) removal of guards, universal coupling / cardoon shaft & counter weight. b ) removal of bearings and bearing housings at d.e. & nde c ) shifting of new g.f. shaft to site. d ) removal of old shaft and fixing of new shaft. e ) mounting of bearing housings on the new shaft / replacement of bearing housing if required. f ) remounting of counter weight, universal coupling and their guards. g ) greasing, trial run and defect rectification, if any. h ) shifting of old / damaged g.f. shaft to chp workshop / chp scrap yard. ‘or’ replacement of crusher kick off plate: a ) shifting of kick off plate at site from central store / site store. b ) removal of crusher top cover / side liners if required. c ) opening of kick off plate bolts and removal of frame fill piece. d ) fixing of new frame fill piece, tightening of bolts up to required torque / welding if required. e ) normalization of system. trial run and defect rectification. f ) shifting of old frame fill piece to chp scrap yard or as per direction. 10.110. ( fhvbf00bd000 ) vibro feeders ( <> ) attend defect vibro feeders attend defect / tightening of breaker plate bolt for measurement purpose any one of the following will be treated as separate unit. ( 1 ) . remove the worn out / broken tray from the position. ( 2 ) . replace the same with the new tray / repaired tray with new / same tie rod / tie rope assembly and do proper alignment. ( 3 ) any other minor work like patch work in chute and adjustment in hopper / chute to maintain the freeness of tray with chute etc as per direction of eic. 4 ) take trial after adjusting the tray. 5 ) declination angle adjustment of the as per the direction of eic. 6 ) unbalanced weight adjustment work as per the direction of eic. 7 ) replacement of vibro feeder pedestal spring ‘or’ tightening of breaker plate bolt after welding of head: a ) welding of head of one breaker plate bolt as per requirement. b ) tightness checking of bolt and locking of nuts. c ) any cutting / welding required will be in the scope of the contractor. d ) for measurement purpose tightening of bolt of one breaker plate will be treated as one unit. e ) for welding of heads of breaker plate bolts, e7018 1 electrodes will be supplied by kbunl free of cost. 10.120. ( fhscc17bd800 ) crushers ( rotor assly ) repl crushers ( rotor assly ) repl for measurement purpose any one of the following will be treated as separate unit. replacement of crusher rotor: a ) shifting of new rotor from central store / any other store to crusher floor b ) decoupling of slow speed coupling and removal of pin bush. c ) removal of crusher cover, front side housing, tramp iron tray, plumber block bolts, side liners, hood, chute etc. d ) removal of all hammers and suspension bars. e ) lifting up the rotor and placement at a safe place. f ) removal of coupling half and bearings from rotor. g ) lower the new rotor into position after mounting of bearings, plumber blocks and coupling half. box up in reverse order. h ) check and correct misalignment of slow speed side. i ) balancing of hammers & mounting ( replace full set of hammers if required ) , system normalization, trial run and defect rectification, if any. j ) shifting of old rotor to chp scrap yard. k ) replacement of defective side liners, repairing of ‘v’ shaped deflector plate and other plates if required, also to be done without any extra financial implication. l ) any cutting / welding required for this job will be in the scope of contractor. m ) for welding of heads of liner bolts, breaker plate bolts, screen plate bolts e7018 1 electrodes will be supplied by kbunl free of cost. ‘or’ replacement of g.f. deck side walls ( 01 set =02nos ) : a ) shifting of 02 no. deck side walls from kbunl stores to site. b ) dismantling of bearing housings, bypass chute, side skirt, shaft tubes, spring units, removal of damaged deck side walls after proper supporting of skirts & decks. c ) fixing of new deck side walls & re installation of all dismantled parts. d ) removal of all supports. system normalization, trial run & defect rectification, if any. e ) shifting of damaged deck side walls to chp scrap yard. f ) if only 01no ( one ) g f deck side wall is replaced, 50% payment will be made. b ) cutting / welding required for the job comes under contractor’s scope. 10.130. ( fhpcc52bd800 ) crushers ( screen plate ) repl crushers ( screen plate ) repl / breaker plate / kick off plate / replacement of crusher d.e. bearing / plumber block for measurement purpose any one of the following will be treated as separate unit. replacement of crusher screen plate / breaker plate / kick off plate : a ) shifting of screen plate / breaker plate / kick off plate at site from central store / site store. b ) removal of crusher top cover. c ) opening of screen plate / breaker plate / kick off plate bolts and removal of the same. d ) fixing of new screen plate / breaker plate / kick off plate , tightening of bolts up to required torque / welding if required. this includes fixing of site make screen plates also. e ) normalization of system. trial run and defect rectification. f ) shifting of old screen plate / breaker plate / kick off plate to scrap yard or as per direction. g ) if both upper & lower screen plates are replaced simultaneously, it will be treated as one unit. i ) all allied activity related with screen plate replacement, including cutting / welding or preparation of jig fixtures comes under contractor’s scope. ‘or’ replacement of crusher d.e. bearing / plumber block : a ) shifting of new bearing / plumber block at site. b ) decoupling of gear box from slow speed side and high speed side. c ) removal of flexible coupling half. e ) opening of shaft seal covers on both sides. f ) loosening of both side plumber block bolts and its top cover. g ) removal of top cover of crusher. h ) removal of side liners above the end discs on both sides. i ) lifting of rotor and removal of plumber block and bearing ( de ) . j ) mounting of new bearing correctly and adjusting the clearance to the specified value. k ) placement of plumber block and lowering of rotor. l ) boxing up in reverse order. m ) mounting of coupling, placement of g / b. alignment of rotor with gear box. n ) system normalization and trial run and defect rectification, if any. o ) shifting of old bearing / plumber block to chp scrap yard. p ) cutting / welding required for the job comes under contractor’s scope. q ) if bearing and plumber block are replaced simultaneously no extra payment shall be made, if will be treated as one unit. 10.140. ( fhttr00bd000 ) travelling tripper ( <> ) attend defect travelling tripper rail structure supporting beam bolts tightening / miscellaneous jobs related to travelling tripper for measurement purpose any one of the following will be treated as separate unit. travelling tripper rail structure supporting beam bolts tightening: a ) it includes tightening all bolts of travelling tripper rail supporting beam, structural member, coupling bolts of tripper. or miscellaneous jobs related to travelling tripper such as scrapper adjustment, skirt fixing, eh brakes inspection and adjustment etc. 10.150. ( fhttr22gn808 ) travelling tripper ( tripper wheel ) realignment re railment of trippers : a ) dismantling of tripper bracings / str., as required. b ) lifting of tripper by mechanical means and placing it on the tripper rails. c ) re assembling of all supporting str. as per direction and system normalization. d ) trial run and defect rectification, if any. e ) any cutting / welding required for this job will be in the contractor’s scope. 10.160. ( fhttr00oh001 ) travelling tripper ( <> ) oh overhauling of tripper hand brake / manual brake / ilms pulley bearing flange replacement / flap gate flange bearing replacement / crusher hammer pin replacement for measurement purpose any one of them will be treated as separate unit. overhauling of tripper hand brake / manual brake: a ) removal of damaged hand brake from position. b ) rectification / strengthening of fixing base plate / replacement of shoe etc. c ) refixing of hand brakes by welding / bolting. check for alignment / fouling with rails. e ) system trial run. defects rectification, if any, after trial run. ‘or’ ilms pulley bearing flange replacement ( nde ) a ) shifting of new bearing at site. b ) preparation of jig / fixtures for supporting the ilms. c ) removal of bearing / bearing flange. d ) system normalisation. trial run and defect rectification, if any. e ) if bearing flange is replaced while bearing replacement, it will be treated as one unit. f ) cutting / welding required for the job comes under contractor’s scope. ‘or’ flap gate flange bearing replacement: a ) removal of operating lever / counter weight lever. b ) shifting of new bearing at site. c ) removal of old bearing and mounting of new bearing and greasing. refitting of lever. d ) shifting of old bearing at chp scrap yard. e ) any cutting / welding work will be in the scope of the contractor. ‘or’ crusher hammer pin replacement : a ) opening of access door. opening of shaft seal / removal of pin retainer bolts. b ) shifting of new hammer pin at site, after weighing. c ) removal of damaged hammer pin and replacement with new one. replacement of the same on opposite side also. d ) crusher box up, trial run and defect rectification, if any. 10.170. ( fhttr00bd801 ) travelling tripper ( <> ) repair tripper rail joint welding. removal of old welding & welding as per requirement. welding electrode e7018 1 will be supplied by kbunl free of cost. for measurement purpose one centimeter will be treated one no. for payment purpose 01 cm will be treated as 01 no 10.180. ( fhilm56bd800 ) ilms / obms ( pulley brg ) repl ilms pulley bearing / bearing flange replacement ( de ) / flap gate actuator replacement / replacement of flap gate trunnion bracket for measurement purpose any one of them will be treated as separate unit. ilms pulley bearing / bearing flange replacement ( de ) : a ) shifting of new bearing at site. b ) preparation of jig / fixture for supporting the ilms. c ) removal of drive motor and gear box. removal of bearing / bearing flange. d ) fixing of new flanged bearing and mounting it on the pulley shaft. e ) assembling of the drive, alignment and system normalization. f ) trial run and defect rectification, if any. g ) if bearing flange is replaced while bearing replacement, it will be treated as one unit. h ) cutting / welding required for the job comes under contractor’s scope. ‘or’ flap gate actuator replacement: a ) shifting of new / repaired actuator at site. b ) removal of old actuator and fixing of new actuator. c ) shifting of old actuator to chp workshop. d ) operation checking of flap gate and defect rectification, if any. e ) overhauling of the replaced actuator. or replacement of flap gate trunnion bracket : a ) shifting of new / repaired trunnion bracket at site. b ) removal of old trunnion bracket and fixing of new trunnion bracket. c ) operation checking of flap gate and defect rectification if any d ) shifting of old trunnion bracket to chp workshop. 10.190. ( fhg / b54bd800 ) gear box ( gear replacement ) full set of gear box internals replacement: a ) it includes replacement of full set of internals of any gear box of any drive in c.h.p. b ) shifting of new / repaired gear box internal from chp store / central store / central workshop. c ) decoupling of gear box from h.s. & low speed side & shifting of motor and removal of fluid coupling, if required. d ) dismantling of gear box top cover, end covers etc and removal of its internals and removal of slow speed side coupling half. e ) mounting of coupling half / bearing on shaft and assembling of shafts in the gear box and checking for proper matching. f ) box up of gear box, placement on foundation & placement of motor, replacement of defective oil seals, if required and oil filling up to the mark. g ) system normalization after alignment. h ) if removal & mounting of fluid coupling / flexible coupling half is required, payment will be done as per sl. no. 01 i ) trial run and defect rectification, if any. j ) shifting of old gear box internals to chp workshop / central work / scrap yard. k ) any cutting / welding work will be in the scope of the contractor. 10.200. ( fhg / b51bd800 ) gear boxes ( i / p shaft ) repl replacement of gear box input shaft / shaft bearings / oil seals / complete gear box / replacement of output shaft for measurement purpose any one of them will be treated as separate unit. replacement of gear box input shaft / shaft bearings / oil seals / complete gear box: a ) replacement of input shaft / shaft bearing / oil seals of any gear box in chp comes under this. b ) shifting of shaft / shaft bearings / oil seals from central store / chp store / central store to site. c ) decoupling of input shaft from motor and shifting of motor to the required place. d ) removal of fluid coupling or brake drum / oil seals after dismantling of thruster brake, if required. e ) opening of gear box top cover etc and removal of the input shaft, oil seals, removal of bearings etc from the shaft. f ) mounting of bearings and hub on the input shaft, replacement of oil seals if required. g ) fixing of input shaft and also to be checked for proper matching with intermediate shaft. h ) box up of gear box in reverse order. i ) mounting of fluid coupling, & motor placement. j ) alignment k ) system normalization, trial run and defect rectification, if any. l ) cutting / welding required for the job comes under contractor’s scope. m ) shifting of old damaged shaft to chp scrap yard / central workshop. n ) if shaft, oil seals and bearings are replaced simultaneously, it will be counted as one unit only. or replacement of output shaft / shaft bearing / oil seals: a ) replacement of output shaft / shaft bearings / oil seals of any drive in c.h.p. comes under this. b ) shifting of new / repaired shaft / shaft bearings / oil seals at site and removal of coupling half c ) decoupling of gear box on slow speed side, removal of gear box top cover & end cover. d ) removal of output shaft / bearings / oil seals etc. e ) internal inspection & mounting of bearings and coupling half on the output shaft. f ) placement of the output shaft. g.box box up, and system normalization. replacement of defective oil seals, if required. g ) trial run and defect rectification, if any. h ) cutting / welding required for the job comes under contractor’s scope. i ) shifting of old damaged shaft / bearings to central workshop. / chp scrap yard j ) if shaft , oil seals and bearings are replaced simultaneously , it will be counted as one unit only. 10.210. ( fhg / b12bd800 ) gear boxes ( 10 50ltrs ) repl replacement of gear box oil : ( oil qty. < 50 ltrs. ) any of the following work is covered under this item. for measurement purpose any one of them will be treated as separate unit. replacement of gear box oil : ( oil qty. < 50 ltrs. ) a ) replacement of oil of any gear box comes under this having oil capacity more than 10 ltrs.. b ) shifting of oil / oil drums from chp store to the site. c ) draining of oil in a can and shifting it to chp scrap yard. d ) filling of oil in the gear box after flushing. normalisation of the system. or de coupling, coupling and alignment of ilms motor. 10.220. ( fhg / b13bd800 ) gear boxes ( 50 100 ltrs ) repl replacement of gear box oil : ( oil qty.> 50 ltrs. ) / replacement of cable reeling drum gear box for measurement purpose any one of them will be treated as separate unit. replacement of gear box oil : ( oil qty.> 50 ltrs. ) a ) replacement of oil of any gear box comes under this . b ) shifting of oil / oil drums from chp store to the site. c ) draining of oil in a can and shifting it to chp scrap yard. d ) filling of oil in the gear box after flushing. e ) normalisation of the system. ‘or’ replacement of cable reeling drum gear box : a ) replacement of crd gear box of travelling tripper comes under this .shifting of new / repaired gear box at site. b ) removal of motor after decoupling of coupling. removal of crd drum if required. c ) removal of gear box and removal of coupling half. d ) mounting of coupling half in new gear box. e ) placement of new gear box in position re assembling of motor. f ) trial run and defect rectification. 10.230. ( fhg / b00gn152 ) gear boxes ( <> ) decpl / cpl / algn alignment of lt drive ( for motor 15 kw to 200kw ) / overhauling of gear box ( below 30 kw ) / ilms gear box replacement for measurement purpose any one of them will be treated as separate unit. alignment of lt drive ( for motor 15 kw to 200kw ) : a ) if coupling pin bush replacement is required, no extra payment will be done. b ) it includes all related activity for the alignment. c ) for payment purpose, if both slow speed ( with dial gauge ) and high speed alignment is done, it will be treated as separate unit. d ) cutting / welding required for the job comes under contractor’s scope. ‘or’ overhauling of gear box ( below 30 kw ) : a ) opening of gear box. replacement of defective / worn out / damaged parts. b ) re assembling of gear box and oil filling. ‘or’ ilms gear box replacement: a ) shifting of new / repaired gear box at site. b ) decoupling and removal of motor. decoupling and removal of gear box. c ) mounting of new gear box, re assembling of motor and alignment. d ) coupling of motor, trial run and defect rectification, if any. e ) shifting of old gear box at chp / central workshop. 10.240. ( fhttr14bd800 ) travelling tripper ( lt gearbox ) repl replacement of travelling tripper travel drive gear box / alignment of ht drive ( for motor above 200 kw ) for measurement purpose any one of them will be treated as separate unit. replacement of travelling tripper travel drive gear box : a ) shifting of new / repaired gear box at site. b ) dismantling of old gear box / motor and fixing of new gear box & motor. c ) dismantling of thruster brake & refixing. d ) alignment of the drive and oil top up in new gear box after flushing. e ) normalization of the system and trial run to be taken. defect rectification, if any. f ) shifting of all materials to chp store / chp scrap yard. g ) cutting / welding required for the job comes under contractor’s scope. ‘or’ alignment of ht drive ( for motor above 200 kw ) : a ) if coupling pin bush replacement is required, no extra payment will be done. b ) it includes all related activity for the alignment ( slow speed or high speed ) . c ) for payment purpose, if both slow speed ( with dial gauge ) and high speed alignment is done, it will be treated as separate unit. d ) cutting / welding required for the job comes under contractor’s scope. 10.250. ( fhg / b00bd000 ) gear boxes ( <> ) attend defect gear box gauge glass replacement / replacement of sump pump spider of love joy coupling for measurement purpose any one of the following will be treated as separate unit. a ) gear box gauge glass replacement: b ) shifting of new / repaired gauge glass at site. c ) removal of old gauge glass after isolation and mounting of new one. d ) oil leakage job of gear box ‘ or ‘ replacement of sump pump spider of love joy coupling : a ) no payment will be made for spider of love joy coupling replacement if it is done while pump overhauling. 10.260. ( fhmat14gn863 ) matl ( misc ) shifting transportation of materials: a ) it includes transportation of any kind of material from central store or any other place inside plant to chp store or vice versa, as per direction. b ) for measurement purpose materials upto 50kg or part there off will be taken as one unit. 10.270. chp em bkdn mtc st 1 ( fhmat11gn162 ) matl ( scrap ) disposal transportation of misc. scrap: a ) it covers transportation of misc. scrap from chp area to other place inside the plant as per direction. b ) for measurement purpose transportation of one ton scrap will be taken as one unit. all arrangement for loading, unloading and transportation including supply of tractor is in contractor’s scope. 10.280. ( fhmsw00gn250 ) fabrication erection ( <> ) lighter section miscellaneous steel fabrication work in c.h.p. ( lighter section ) : a ) fabrication of ladder , platform and other miscellaneous work in chp and mgr area ( from wagon tippler to bunker floor and mgr gates ) at different elevations and different location comes under this . b ) transportation of steel from kbunl stores to work site . c ) fabrication work is to be done as per given drawing or as per direction of area engineer and placement of the same at the required place or as per direction. d ) new fabricated work is to be painted with one coat of primer paint of kbunl approved brand. paint to be provided by the contractor. e ) payment will be done on per ton basis. f ) it will be applicable for steel sheets upto 3.15mm. g ) removal of old plate / structure from location and shifting to chp scrap yard will be in the scope of the contractor. 10.290. ( fhcht00bd801 ) chutes ( <> ) repair coal leakage arresting by patch work : a ) arresting of coal dust leakage from any chute / duct in chp comes under this. b ) leakage arresting includes fabrication of required patch from ms plate ( up to 20mm thick ) and welding of the same at required place or as per direction of area engineer. c ) trial run for leakage arresting if any. d ) for measurement purpose payment will be made on per unit basis and 300 mm*300 mm will be treated as one number. 10.300. ( fhcht00gn250 ) ( fabrication +erection ) miscellaneous steel fabrication work in c.h.p. ( heavy section ) .: a ) fabrication of ladder, platform and other miscellaneous work in chp and mgr area ( from track hopper to bunker floor and mgr gates ) at different elevations and different location comes under this . b ) transportation of steel from kbunl stores to work site . c ) fabrication work is to be done as per given drawing or as per direction of area engineer and placement of the same at the required place or as per direction. d ) new fabricated work is to be painted with one coat of primer paint of kbunl approved brand. paint to be provided by the contractor. e ) payment will be done on per ton basis. f ) removal of old plate / structure from location and shifting to chp scrap yard will be in the scope of contractor. 10.310. ( fhdep00gn602 ) deptt <> man.dep sw manpower supply sw manpower supply for other miscellaneous work ( as per direction of engr in charge ) . necessary t&ps required for supply job will be provided by contractor ( as per t&ps list ) . sw ( fitter / rigger / welder ) 10.320. ( fhdep00gn600 ) deptt <> man.dep usw manpower supply usw manpower supply for other miscellaneous work ( as per direction of engr in charge ) . necessary t&ps required for supply job will be provided by contractor ( as per t&ps list ) usw ( helper ) 10.330. ( fhscc13gn250 ) crushers ( bkr plate ) fabrication crushers ( bkr plate ) fabrication / deck plate fabrication of vs assembly making breaker plate for crusher ( one full set consisting of four piece small / 02pc big size ) a ) marking of breaker plate as per drawing and instruction of area engineer. b ) cutting of breaker plate. c ) transportation of breaker plates from chp steel yard to central workshop for drilling. d ) transportation of breaker plates from central workshop to chp crusher house / store area after drilling. drilling of holes will not be in the scope of the agency. payment will be made as ( 04 nos = 01 unit ) or a ) fabrication of deck plates of vibrating screen 10.340. conv pulleys ( <> ) brg inspection: fhcnp00bd799 conv. pulley ( <> ) brg inspection bearing inspection for conveyor pulley / crusher / bearings of wheels of mobile equipment’s stacker , travelling tripper bearing inspection a ) inspection of bearings ( both end ) of any conveyor pulley in chp. b ) supply of all t&ps and manpower will be in the scope of the agency. c ) all related jobs for bearing inspection will be in the scope of the agency. d ) greasing of bearings after inspection to be done by the agency. 10.350. ( fhbcn02pm002 ) belt conveyor 02 w checks belt conveyor 02 w checks 1. any conveyor in chp is covered under this item. 2. check all idlers for free rotation. 3. replace defective idlers / idlers frame / guide rollers, 4. adjust / replace the skirt rubber, scrapper rubber & dust curtains. 5. check the belts for any sway, train as required. 6. check the thruster oil level, top up if required .adjust the thruster brake. 7. check the gear box & fluid coupling oil level / leakage, top up if required. clean the gear box breather. 8. check the belt joints for any ply separation, check the belt for any damage, cut mark etc.& report. 9. check pulley bearing for overheating, noise etc. check the temp. of gear box. check oil pressure if gauge is provided. 10. check that take up travel is free; there is no deformation in its guide. 11. tighten all foundation bolts of motor, gear box, pulley, plumber block etc. 12. any cutting / welding / tacking of idler with frame is in the scope of contractor. 10.360. ( fhbcn02pm004 ) belt conveyor 04 w checks belt conveyor 04 w checks 1. any conveyor in chp is covered under this item. 2. repeat items 2, 3, 4, 5, 6, 7, 8, 11&12 of job sl.no. – 35 3. check tightness of fan bolts & foundation bolts of drive & pulley. 4. check for any leakage from the seals of gear box fluid coupling and report. 5. check the play in pin & bush coupling and report if bushes are damaged. 6. inspect pulley lagging for wear / damage & report. 7. check the pulley for any crack; tighten the locking assembly bolts by torque wrench unto adequate torque. 8. check that there is no deformation in take up guide. 10.370. ( fhbcn02pm012 ) : belt conveyor 12 w checks belt conveyor 12 w checks 1. any conveyor in chp is covered under this item. 2. repeat all items of sl. no. –36. 3. check oil level of fluid coupling, top up if required. 4. grease pulley bearings & gear coupling & take up guides. 5. check proper functioning of thruster brakes adjust, if required. 10.380. ( fhilm00pm002 ) : ilms 02 w checks ilms 02 w checks 1. any in line magnetic separator in chp is covered under this item. 2. inspect belt for any damage. check belt sway / belt tension, adjust, if required. 3. check gear box oil level, top up, if required. check tightness all foundation bolts. 4. adjust / replace the skirt rubber. 10.390. ( fhilm00pm004 ) ilms 04 w checks ilms 04 w checks 1. any in line magnetic separator in chp is covered under this item. 2. repeat all items of job sl.no. – 38 3. grease all bearings of plumber blocks. grease the screw take up. 10.400. ( fhgzf00pm002 ) : grizzly feeder 02 w checks grizzly feeder 02 w checks 1. any grizzly feeder in crusher house is covered under this item. 2. check tightness of the foundation bolts of motor, grizzly feeder bearing housing, seal cover and any other. 3. ch. tightness tray fixing bolts, chute fixing bolts, counter weight, fixing bolts. 4. check coal leakage from gf, adjust / replace rubber dust seals. 5. clean the deck and check the welding . 6. check welding of liners. 7. check the condition of spring & reports. 8. clean the bypass chute. inspect the deck sidewalls for any crack & report. 9. any cutting / welding required is in the scope of contractor. 10.410. ( fhgzf00pm004 ) : grizzly feeder 04 w checks grizzly feeder 04 w checks 1. any grizzly feeder in crusher house is covered under this item. 2. repeat all items of job sl.no. – 40 3. grease all bearings. check condition of universal joints & propeller shaft. 10.420. ( fhpcc00pm002 ) : crushers ( <> ) 02w chks crushers 02w chks 1. any crusher in crusher house is covered under this item. 2. check the condition of hammers and report. 3. ch. gear box oil levels, top up, if required. clean the air breather / replace the gauge glass if required. remove foreign materials from tramp iron box. 4. check for any coal leakage from manholes, inspection holes etc. & arrest the leakage. 5. check tightness of all cage fixing bolts, housing bolts etc. 6. check breaker plate, shaft disc key , screen plate, frame fill piece, v shaped deflector plate, screen plate arm, liners, screw jack ( cage adjuster ) , screen clamp bar for wear and report. check the tightness of bolts and weld the bolts, if required. 7. check tightness of all bolts & nuts of gear box fan, plumber blocks & foundation bolts. 8. clean the pressure equaliser line. 9. any cutting / welding required is in the scope of contractor. 10.430. ( fhpcc00pm004 ) : crushers ( <> ) 04w chks crushers 04w chks 1. any crusher in crusher house is covered under this item. 2. repeat all items of job sl.no. – 42 3. grease nde & de bearing of crusher, cage adjusting device. 4. check fluid coupling oil level, top up, if required. ( to be done after three months ) 5. inspect breaker plate holding plate and report. 10.440 ) . ( fhttr00pm002 ) : traveling tripper 02 w checks traveling tripper 02 w checks 1. any traveling tripper in chp is covered under this item. 2. check all idlers of the tripper for free rotation / abnormal noise. 3. replace the defective idlers / idler frames. place fallen idlers. 4. check oil level / oil leakage of travel drive gear box, crd gear box and thruster, top up, if required. check / adjust tightness of thrustor brake shoe. 5. check and adjust tripper hand brake / rail cleaner. 6. check tightness of all foundation bolts of motor, gear pulley etc 7. check flap gate actuator is operating freely & closing properly. 10.450 ) . ( fhttr00pm004 ) : traveling tripper 04 w checks traveling tripper 04 w checks 1. any traveling tripper in chp is covered under this item. 2. repeat items 3, 4, 5 , 6 & 7 of job sl.no. – 44 3. check gear box air breather for clogging, clean, if required. 4. check pin bush for coupling and report for replacement, if required. 5. check tripper rail welding joints. check tightness of rail supporting structure bolts at joint, if welding is broken. 10.460 ) . ( fhs / r00pm002 ) : stacker 02 w checks stacker 02 w checks a ) boom conveyor: 1. check all idlers for free rotation, replace defective idlers / idler frame. 2. check / adjust / replace skirt rubber, scrapper rubber, dust curtains. 3. check the belt for any sway, train, if required. 4. check the oil level, top up if required. clean the air breather. 5. check free movement of thrusters, clean dust etc. from moving zone. b ) intermediate conveyor : 1. check all idlers for free rotation, replace defective idlers. 2. check / adjust / replace skirt rubber, scrapper rubber, dust curtains. 3. check the belt for any sway, train, if required. 4. check the oil level, top up if required. clean the air breather. 5. check free movement of thrusters, clean dust etc. from moving zone. c ) pcrd / ccrd 1. check proper functioning of pcrd / ccrd, rectify if required. 2. check tightness of chain, sprocket, and foundation bolts etc. 3. check oil level of angle gear box, top up, if required. 10.470 ) . ( fhs / r00pm004 ) stacker 04 w checks stacker 04 w checks a ) boom conveyor : 1. check and adjust / replace the rubber strip of scrappers / skirt rubber. 2. check the oil level of gear box, top up, if required. clean the air breather, if required. 3. check for any leakage from the seals of gear box, fluid coupling. 4. check the play in pin bush coupling, report for replacement, if required. 5. inspect pulley lagging for wear / damage. 6. tighten all foundation bolts of motor, gear box, pulley. 7. check the screw take up travel is free and there is no deformation in its guides. check the belt tension, tighten, if required. 8. check functioning of thrusters / thrustor brakes, rectify as required. b ) intermediate conveyor : 1. check and adjust / replace the rubber strip of scrapper / skirt rubber. 2. check oil level of gear box, top up, if required. clean the air breather. 3. check for any leakage from the gear box, fluid coupling. 4. check the play in pin push coupling, report for replacement, if required. 5. check pulley lagging for wear / damage. 6. tighten all foundation bolts of motor, gear box, pulley. 7. check that screw take up guide travel is free and there is no deformation in its guide. check belt tension, tighten, if required. 8. check functioning of thrustors / thrustor brakes, rectify as required. c ) pcrd / ccrd 1. check the freeness of cable rollers. 2. check & adjust cable and cable guide. 3. check the angle gear box oil level, top up, if required. 4. check tightness of foundation bolts, chain, sprocket etc. 5. grease all plumber block bearings. 6. check tightness of chain, sprocket and foundation bolts etc. 10.480 ) . ( fhfpg00pm004 ) flap gate 04 w checks flap gate 04 w checks 1. any flap gate in chp is covered under this item. 2. check oil level in the actuator gear box, top up, if required. 3. grease both side bearing of flap gate and actuator. 4. check actuator is operating freely & closing properly both sides. 5. check tightness of foundation bolts. 6. check for any wear of the flap gate surface & report. 7.check for any possible coal passing through flap gate. 8. any cutting / welding required is in the scope of contractor. 10.490 ) . ( fhrpg00pm004 ) rake & pinion gate 04 w checks rake & pinion gate 04 w checks 1. any rake & pinion gate in crusher house is covered under this item. 2. oil top up in the rpg’s both gear boxes, if required. 3. check freeness of chain sprocket wheel. 4. greasing of all the bearings. 5. check tightness of all the foundation bolts. 6. check rack & pinion gate assembly for freeness. 10.500 ) . ( fhpit03pm004 ) sump pumps 04 w checks sump pumps 04 w checks 1. for measurement purpose one pump of t / h sump pumps / lwtp vertical pump will be taken as one unit. 2. greasing of pumps bearings. 3. check the rubber spider of the coupling, replace, if required. 4. check the play in pump motor coupling, adjust, if required. 5. check tightness of foundation bolts. 6. check leakage from pipe joints & valve gland. 7. check freeness of nr valve and gate valve. 10.510 ) . ( fhdes00pm004 ) : de / ds system 04 w chks. de / ds system 04 w chks / water line checking / general checking and defect rectification of ventilation system / general checking of de system any of the following work is covered under this item. for measurement purpose any one of the following will be treated as separate unit. general checking and defect rectification of dust suppression system in tps, stacker, crusher house & wagon tippler area . pump: a ) greasing all bearings of the pump. b ) replacement / tighten the gland packing of the pump as required. c ) check any water leakage and report. check pin bush coupling condition, replace if required. d ) check tightening of all foundation bolt. or water line checking: a ) clean the pump suction strainer ( pot strainer ) & y strainer. b ) attend water leakage if any , including from hose pipe. c ) check the spray nozzle condition and report. or general checking and defect rectification of ventilation system. a ) greasing of all bearings. b ) check v belt condition, replacement and alignment if requiared. c ) check tightness of all foundation bolt. d ) rotate the fan impeller by hand and report if any abnormality is observed. e ) check the stud nut tightness of impeller. or general checking of de system. a ) greasing of all bearings. check v belt condition, replacement and alignment if required. b ) check tightness of all foundation bolt. c ) rotate the fan impeller by hand and report if any abnormality is observed. d ) check the stud nut tightness of impeller. e ) cleaning of rotary lock feeder unit and its discharge pipe. 10.520 ) . ( fhmsl01bd800 ) — de / ds / service water line & fire line defect attend replacement of pipe line , replacement of gate valve / nrv / laying of pipe line replacement of pipe line , replacement of gate valve / nrv a ) ds / de / service water line in chp / fire water b ) shifting of new pipe line at site and replacement of old pipe line. c ) any cutting welding required for the job comes under this. d ) while replacement necessary flange, gasket, fittings are also to be changed, if required. e ) shifting of old pipe line to chp scrap yard. trial run and defect rectification. f ) for measurement purpose a segment of 01 mtr length or part there of will be treated as one unit for pipe line up to 65 nb . g ) for measurement purpose a segment of 01 mtr length or part there of will be treated as 1.2 unit for pipe line 80 nb and above . or laying of pipe line a ) it covers laying of pipe line ( with fittings ) in ds / de / service water line in chp / fire water. b ) shifting of new pipe line at site. c ) while laying of pipe line necessary flange, gasket, fittings are also to be provided, if required. any cutting welding required for the job comes under this. e ) trial run and defect rectification. g ) application of 2 coats of red oxide primer paint on the pipe, red oxide primer paint is in the partys scope. h ) for measurement purpose a segment of 2mtr length or part there of will be treated as one unit for pipe up to 65nb. i ) for measurement purpose a segment of 2 mtr length or part there of will be treated as 1.15 unit. for pipe 80nb and above. 10.530 ) . ( fhlpp01bd000 ) ds pump gland packing rep. or adj. / ds pump coupling pin bush rep. / ds / de pump / fan bearing greasing / servicing of solenoid valves in ds line ‘or‘ replacement of v bells ( full set ) / rep.of vent. fan air filter / dust suppression system nozzles nipple fixing / cleaning of spray nozzles in dust suppression system any of the following work is covered under this item. for measurement purpose any one of the following will be treated as separate unit. ds pump gland packing replacement / adjustment: a ) replacement / adjustment of the gland packing of the pump for arresting water leakage. ( one side or both side as required ) . trial run and adjustment of the glands. or ds pump coupling pin bush replacement : replacement of full set of pin bush will be taken as one unit. or cleaning of y strainer in ds line : removal of the y strainers from the system, cleaning it upto the satisfaction and re fitting at original position. or servicing of valves in ds line: a ) dismantling of solenoid v / v, replacement / repairing of defective parts and reassembling. or replacement of v bells ( full set ) : a ) removal of fan belt guard. removal of damaged v belts. shifting of new v belts and fixing on the v pulley. alignment of the pulleys. trial run and defect rectification. or replacement of ventilation fan air filter ( 01 no = 01 unit ) : a ) removal of air filter from system. b ) shifting of new / repaired air filter and installation. c ) drying of the filter and fixing back to its original location. d ) rectification of minor repair is for the filters if required, or greasing of fan / pump bearings ( both bearing ) or dust suppression system nozzles nipple fixing a ) nipple to be fabricated from ½ inch, medium duty pipe, length of nipple will be 3 to 4 inches. b ) removal of damaged nipple & fixing of new . c ) fixing of spray nozzle on the nipple. or cleaning of spray nozzles in dust suppression system : a ) removal of spray nozzles from the dust suppression system. dismantling of nozzles , cleaning and re fixing it at original position. b ) for payment purpose 05 nos. of nozzles or part thereof will be treated as one unit. 10.540 ) . ( fhdes01bd800 ) replacement of fire sprinklers / replacement of fire hydrant valve / repairing of fire hydrant valve any of the following work is covered under this item. for measurement purpose any one of the following will be treated as separate unit. replacement of fire sprinklers : a ) isolation of the sprinkler line from water side if required. removal of damaged sprinkler and fixing of new one. charging of the line with water and leakage arresting if any. or replacement of fire hydrant valve: a ) replacement of any fire hydrant valve in chp is covered under this. b ) shifting of new / repaired fire hydrant valve to site and replacement of the defective valve. c ) shifting of damaged fire hydrant valve to chp workshop. or repairing of fire hydrant valve: a ) dismantling of fire hydrant valve, replacement of defective parts and re assembling. b ) spares will be provided by kbunl free of cost. however, for rubber washer, it is to be cut from rubber sheet, supplied. 10.550 ) . ( fhmsl01bd000 ) water leakage arresting from pipe line / flange ( above ground ) leakage arresting includes welding / gasket replacement / pipe fitting replacement, if any. 10.560 ) . ( fhmsl01bd801 ) / ms piping ( dia<=6 ) repair water leakage arresting from pipe line / flange ( under ground ) a ) leakage arresting includes welding / gasket replacement / pipe fitting replacement, if any. b ) dewatering of the pit, if required. dewatering pump will be provided by kbunl free of cost, if available. c ) proper cleaning of pipe surface for welding at leakage area & leakage arresting through patch work or as per direction of area engr. d ) if more than one leakage is found in one digging, it will be treated as one unit. e ) underground pipes are at 1.5m depth ( approx. ) . f ) application of wrapping & coating on pipes / patches etc. all materials in the partys scope. . 10.570 ) . ( fhdep00gn624 ) ( deptt <> manpower gang ( adl ) ) maintenance jobs per shift ( shift maintenance ) : 1. contractor has to deploy 02 ( 1 welder + 1 fitter ) , and 2 helper and one rigger for chp mechanical maintenance in shift as and when asked by eic. 2. they will be deployed for emergent type of job which are mentioned below: 3.oil topping up in gear box / fluid coupling 4. removal & fixing of coupling guards 5. opening & closing of front & back doors of crushers. 6. assistance in changing of flap gate during path selection. 7. v belt replacement if required 8. adjustment / replacement of skirt rubber 9. belt scrapper replacement / adjustment 10. patching of chute puncture 11. belt training if required 12. removal / replacement of idlers if required 13. any job assigned by eic. 10.580 ) . misc. maint. work ( code: fhmsw00bd000 ) misc. maint. work defect liability period: 01 month. a ) .cat a ( completion period 04 hrs. ) 01. belt weight, counter weight adjustment 02 key preparing / key way repair 03 hydraulic jack repair. 04 canopy cover making & fixing. 05 back plate removal & fixing. 06 inspection door removal & fixing. 07. hold back removal & fixing. 08. wiper replacement & fixing. 09. pcrd / ccrd guide roller repair replacement ( per roller ) . 10. chute chocking removal. 11. limit switch / striker fixing / sr striker fixing . 12. oil topping / oil replacement ( 01 to 50 liters ) 13. removal of hold back engagement bolt ( per conveyor ) 14. cutting set / welding m / c. shifting / material shifting 15. breather plug and gauge glass cleaning / fixing ( per gearbox ) . 16. walk way step repair & fixing 17. hs coupling bolt and bush replacement ( per coupling ) . 18. fcu oil adjustment ( per fcu ) . 19. suspension bar locking per bar. 20. coupling bolt locking through welding per bolt ( ls ) . 21. inspection cover fixing. ( per chute ) 22. crusher door sealing per crusher. 23. bearing checking / greasing ( per bearing ) . 24. r.p.g opening and closing. 25. fixing / removal of zss. 26. coupling & decoupling of equipment’s. 27. pcrd / ccrd cable positioning. 28. rail fish plate bolt replacement. 29. take up wire rope greasing / lubricating compound. 30. flap gate actuator arm pin removal & fixing. 31. hose / pipe clamp fixing 32. bolt fixing in chute bolt hole. 33. belt training / belt swaying to be aligned. 34. o ring rubber chord to be provided in input / output shaft of gear box. 35. vs ‘v’ belt set replacement & alignment. 36. fastening of belt by belt fastener ( 02 fastener for 1no.cat a ) 37. vs upper deck and lower deck repairing 38. misc. belt related jobs 10.590 ) . misc. maint. work ( code: fhmsw00bd001 ) misc. maint. work defect liability period: 01 month. a ) .cat b ( completion period 06 hrs. ) 01. gear box / conveyor ls coupling bolt removal & fixing 02. winch m / c shifting & welding at location. 03. sealing belt tensioning ( per conveyor ) / bunker sealing ( per unit ) 04. hold back replacement. 05. l.s. coupling bolt replacement ( per bolt ) 06. crusher cooler servicing. 07. chute flange joint leakage sealing / arresting by welding. 08. inspection cover replacement. 09. crusher rotor locknut tightening. / cr. bearing lock nut tightening. ( per crusher ) 10. v.s. hinge bush block replacement. 11. tripper / sr crack & broken wheel repairing. 12 fcu multi disc replacement. 13. foreign material removal. 14. r.p.g gear box replacement. 15. elect. brake shoe / manual brake adjustment / repairing. 16. gear box inspection cover removal for internal inspection 17.welding of rail / conveyor short support / stringer post / ladder repair. 18. grill repairing. 19. fg shaft bolt replacement. 20. repair of rail crack by welding. 21. shaft repairing ( welding / grinding ) . 22. chute block switch positioning and repairing. 23. pcrd / ccrd hanger repairing of sr / mt etc. 24. motor / gear / tail pulley / head pulley etc canopy or guard / cover preparing & fixing 25. key way making. 26. key making for coupling. 10.600. code: fhwgt00pm002 02 weekly checks of wagon tippler ( completion period 08 hours ) a. checking / repairing of ls & hs coupling bolts. b. checking / repairing of gear box oil level. c. checking / repairing of structures ( ballast container , way bridge, rail table, etc. ) d. checking / repairing of pinions. e. checking / repairing of connecting shafts. f. checking / repairing of power lever. g. checking / repairing of spill plates &rollers. h. checking / repairing of civil foundations. i. checking / repairing of all plummer blocks. j. checking / repairing of bull gears. k. checking / repairing of splice joints of structures. l. checking / repairing of otls switch etc. m. checking / repairing / installation of brake shoes. n. greasing of bearings by grease gun. o. checking & repairing of load shell & weigh bridge. p. spill plate roller & bracket checking / repairing. 10.610 ) code: fhwgt00pm004 04 weekly checks of wagon tippler ( completion period 10 hours ) a. checking / repairing / replacement of ls & hs coupling bolts. b. checking / repairing of gear box oil level. c. checking / repairing of structures ( ballast container , way bridge, rail table, etc. ) d. checking / repairing of pinions. e. checking / repairing of connecting shafts. f. checking / repairing of pall lever. g. checking / repairing of spill plates &rollers. h. checking / repairing of civil foundations. i. checking / repairing of all plummer blocks. j. checking / repairing of bull gears. k. checking / repairing of splice joints of structures. l. checking / repairing of otls, cam switch etc. m. checking / repairing of brake shoes. n. greasing of bearings by grease gun. o. providing of servo coat 140 on pinion & bull gear. p. all points of 02 weekly checks. 10.620 ) code: fhwgt00pm012 12 weekly checks of wagon tippler ( completion period 10 hours ) a. checking / repairing / replacement of ls & hs coupling bolts. b. checking of gear box oil condition / replacement if required. c. checking / repairing / replacement ( partly ) if required. ( ballast container , way bridge, rail table, etc. ) d. checking of bearing clearances of pinions & replacement if required. e. checking / repairing / alignment of connecting shafts. f. checking / repairing / adjustment of pawl lever. g. checking / repairing / replacement of spill plates & rollers. h. checking / repairing of civil foundations. i. checking / repairing of all plumber blocks. j. checking / repairing / replacement of bull gears ( partially ) if required. k. checking / repairing of splice joints of structures. l. checking / repairing of otls, cam switch etc. m. checking / repairing of brake shoes. n. greasing of bearings by grease gun. o. all points of 02 weekly & 04 weekly checks. 10.630 ) . code: fhwgt00gn402 inspection of wagon tippler / calibration ( completion period 04 hours ) a. checking of ls & hs coupling bolts. b. checking of gear box oil level. c. checking of structures ( ballast container , way bridge rail table, etc. ) d. checking of pinions. e. checking of connecting shafts. f. checking of pawl lever. g. checking of spill plates & rollers. h. checking of civil foundations. i. checking of all plummer blocks. j. checking of bull gears. k. checking of splice joints of structures. l. checking of otls, cam switch etc. m. checking of brake shoes. n. checking of top stop clamps and side supports & rubber o. checking of photo sensor for operation. p. weigh bridge & load shell checking 10.640 . ( fhscc00gn402 ) crushers / vibrating screen ( <> ) inspection ( a ) . remove top cover of the secondary crusher to facilitate internal inspection & cleaning. ( b ) . replace missing / loose / broken fasteners of the breaker plate / cage screen / kick off plate / tramp iron tray / end disc liner etc. ( c ) . refix the same after work is over. or ( a ) .check the condition of support springs and do the necessary adjustment / replacement. ( b ) . check and rectify the defect in the tray and its structural members. ( c ) . check receiving and discharge chute liners and report. rectify minor repair in the coffin box. ( d ) . replace the worn out skirt rubber / dust curtain. ( e ) . any other minor work has to be carried out as per direction of eic. 10.650 fheoh00oh000 ( elec hoists ( <> ) serv ) a ) . placing the hoist at suitable position for maintenance and arrange proper approach for maintenance ( b ) . opening the housing drum cover of hoist. ( c ) . checking of gears / gear box internals. repair / replace as required. clean and grease all the gears ( d ) . checking, cleaning & lubricating the bearings. replace the bearings, if reqd. ( e ) . checking the rope drum & repair / replace the parts as required. lubricate the parts needing lubrication. ( f ) . checking the rope for any defect and broken strands, replace the rope if required. clean, lubricate the rope. ( g ) . checking the load hook block assembly. clean & grease the parts. attend the defect. also check the hook for any cracks / deformation. ( h ) . cleaning and greasing guide ring and retaining ring to ensure rotation / reeling. ( i ) . checking of all the bolts, nuts and tension bar ensuring proper tightness and good condition. ( j ) . check the travel wheel and its mechanism and repair / replace as required. ( k ) . take trial of hoist on both the ends. ensure proper mechanical stopper. also check the hoist operation by lowering / raising as per limit. ( l ) . ensure proper braking of hoist on no load as well on load both. ( m ) . checking of hoist for any other defect and rectify the same. 10.660 ( fhsai00gn869 ) self algn idlr ( <> ) servicing ( servicing of trainer idler / repair of carrying / return / impact idlers ) completion time 02 hours. defect liability period 03 months. for payment purpose repair of one idler or one self adjustable frame will be considered as one unit. ( i ) servicing of trainer idler ( a ) removal of self aligning troughing trainer & return side trainer complete assembly from its position. ( b ) over haul the pivot bearing & bush by cleaning the old grease with solvent / cleaning agent, and then regrease the bush / bearing. if required, replace the bearing. ( c ) separate cloth to be used for removing the old grease, and wiping off the solvent from the bearing to avoid contamination. ( d ) optimum grease to be used such that the pivot bush / bearing is properly lubricated. grease shall not be wasted by overfilling in the housing. ( e ) re fix the complete frame back in its position, and properly tighten the bolts. if the bolts are damaged, or missing, then new bolts are to be fixed so that the frame is properly secured. ( f ) grease, bush / bearing & fasteners shall be provided by ntpc. rest all the materials & tools for cleaning to be provided by the contractor. ( g ) after complete servicing of the self adjusting idlers, clean the deposited coal on the surface of remaining rollers by soft hammering and poking. ( h ) if required, rollers are to be removed from the frames for cleaning, coal to be cleaned from the frame slots, and near bearing housing & then fixed back. ( i ) if required, also check the rollers of the assembly for their freeness, and if jammed or damaged, rollers shall be replaced. payment for roller replacement shall be made separately. ( ii ) repair of carrying / return / impact idlers ( a ) . shift damaged rollers from site or wherever dumped to work location. ( b ) . dismantle roller internals like seals, bearings, and shaft etc. ( c ) . clean roller internal properly. ( d ) . select roller shells in good condition. ( e ) . repair damaged shaft by cutting / welding / grinding. ( f ) . assembly of roller with new / good condition bearings, seals, bushes and circlips and check freeness. ( g ) . apply one coat of red oxide primer over the roller surface and put serial number on the same. total quantity :...

Eastern Railways - Bihar

43120299 supply of c.p. rubber washerc.p. rubber washer,c.p. rubber washer to rdsos drg no. wd 85079 s/2, item no 4, alt no 27 [ warra nty period: 30 months after the date of delivery ]...

Uttar Pradesh Projects Corporation Limited - Bihar

42836281 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...

Uttar Pradesh Projects Corporation Limited - Bihar

42835557 construction of phase b works at jnv gaya ii ( bihar ) 1 earth work 2 earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 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. 3 all kinds of soil 4 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. 5 supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 6 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. 7 concrete work 8 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level : 9 1:5:10 (1 cement : 5 coarse sand (zone iii) : 10 graded stone aggregate 40 mm nominal size) 10 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 : 11 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 12 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) 13 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. 14 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. 15 reinforcedcementconcrete 16 centering and shuttering including strutting, propping etc. and removal of form for all heights: 17 foundations, footings, bases of columns, etc. for mass concrete 18 columns, pillars, piers, abutments, posts and struts 19 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 20 edges of slabs and breaks in floors and walls 21 under 20 cms wide 22 suspended floors, roofs, landings, balconies and access platform. 23 lintels, beams, plinth beams, girders, bressumers and cantilevers. 24 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. 25 50 mm thick 26 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 27 thermo mechanically treated bars of grade fe 500d or more. 28 add for plaster drip course/ groove in plastered surface or moulding to r.c.c. projections. 29 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). 30 all works upto plinth level 31 all works above plinth level upto floor v level 32 add for using extra cement in the items of design mix over and above the specified cement content therein. 33 brick work 34 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: 35 cement mortar 1:6 (1 cement : 6 coarse sand) 36 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).: 37 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. 38 cement mortar 1:4 (1 cement :4 coarse sand) 39 extra for providing and placing in position 2 nos 6mm dia. m.s. bars at every third course of half brick masonry. 40 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). 41 marble work 42 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. 43 raj nagar plain white marble/ udaipur green marble/ zebra black marble 44 area of slab over 0.50 sqm 45 granite of any colour and shade 46 area of slab over 0.50 sqm 47 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. 48 marble work 49 granite work 50 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. 51 wood work & pvc work 52 float glass panes 53 4mm thick glass pane (weight not less than 10 kg/sqm 54 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). 55 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: 56 35 mm thick including isi marked stainless steel butt hinges with necessary screws 57 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). 58 extra for cutting rebate in flush door shutters (total area of the shutter to be measured). 59 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 : 60 35 mm thick shutters 61 kiln seasoned and chemically treated hollock wood 62 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. 63 with 12 mm mild steel u beading 64 providing and fixing isi marked oxidised m.s. single acting spring hinges with necessary screws etc. complete : 65 150 mm 66 providing and fixing oxidised m.s. casement stays (straight peg type) with necessary screws etc. complete. 67 250 mm weighing not less than 150 gms 68 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 : 69 250x16 mm 70 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 : 71 200x10 mm 72 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. 73 twin rubber stopper 74 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. 75 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). 76 steel work 77 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). 78 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) 79 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. 80 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) 81 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. 82 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. 83 m.s. tube 84 providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 85 4.0 mm thick glass panes 86 flooring 87 providing and laying c.c. pavement of mix m 25 with ready mixed concrete from batching plant. the ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of engineer incharge. (the panel shuttering work shall be paid for separately). 88 (note: cement content considered in this item is @ 330 kg/cum. excess/less cement used as per design mix is payable/ recoverable separately). 89 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) : 90 25 mm thick. 91 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. 92 extra for pre finished nosing in treads of steps of kota stone/ sand stone slab. 93 extra for kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. 94 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. 95 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. 96 size of tile 600x600 mm 97 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. 98 size of tile 600x600 mm 99 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. 100 roofing 101 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 10 102 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. 103 finishing 104 12 mm cement plaster of mix 105 1:6 (1 cement: 6 coarse sand) 106 15 mm cement plaster on rough side of single or half brick wall of mix: 107 1:6 (1 cement: 6 coarse sand) 108 cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 109 20 mm cement plaster 110 white washing with lime to give an even shade : 111 new work (three or more coats) 112 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 113 new work (two or more coats) over and including water thinnable priming coat with cement primer 114 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade: 115 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) 116 applying priming coat: 117 with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) 118 with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 119 painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 120 two or more coats on new work 121 painting with black anti corrosive bitumastic paint of approved brand and manufacture to give an even shade : 122 two or more coats on new work 123 water proofing 124 providing and laying water proofing treatment to vertical andhorizontal surfaces of depressed portions of w.c., kitchen and the like consisting of: 125 ist course of applying cement slurry @ 4.4 kg/sqm mixedwith water proofing compound conforming to is 2645 inrecommended proportions including rounding off junction ofvertical and horizontal surface. 126 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. 127 iiird course of applying blown or residual bitumen applied hotat 1.7 kg. per sqm of area. 128 ivth course of 400 micron thick pvc sheet. (overlaps at jointsof pvc sheet should be 100 mm wide and pasted to eachother with bitumen @ 1.7 kg/sqm). 129 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). 130 non shedule items 131 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 : 132 150 mm 133 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 : 134 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. 135 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. 136 all kinds of soil. 137 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 : 138 all kinds of soil 139 pipes, cables etc, not exceeding 80 mm dia. 140 pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 141 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. 142 roofing 143 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. 144 110 mm diameter 145 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. 146 coupler 147 110 mm 148 bend 87.5° 149 110 mm bend 150 shoe (plain) 151 110 mm shoe 152 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. 153 110 mm 154 providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 155 sanitary installations 156 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: 157 white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests 158 providing and fixing white vitreous china pedestal type water closet (european type) with seat and lid, 10 litre low level white vitreous china flushing cistern & c.p. flush bend with fittings & c.i. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 159 w.c. pan with isi marked black solid plastic seat and lid 160 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: 161 white vitreous china flat back wash basin size 550x 400 mm with single 15 mm c.p. brass pillar tap 162 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 : 163 kitchen sink with drain board 164 510x1040 mm bowl depth 250 mm 165 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. 166 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. 167 providing and fixing toilet paper holder : 168 vitreous china 169 providing and fixing soil, waste and vent pipes : 170 100 mm dia. 171 centrifugally cast (spun) iron socket & spigot (s&s) pipe as per is: 3989 172 75mm diameter 173 centrifugally cast (spun) iron socketed pipe as per is: 3989 174 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. : 175 for 100 mm dia. pipe 176 for 75 mm dia. pipe 177 providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 178 100 mm 179 sand cast iron s&s as per is 3989 180 75 mm 181 sand cast iron s&s as per is 3989 182 providing and fixing plain bend of required degree. 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 heel rest sanitary bend 188 100 mmdia 189 sand cast iron s&s as per is 3989 190 75 mm dia 191 sand cast iron s&s as per is 3989 192 providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3mm thick,bolts and nuts complete. 193 100x100x100mm 194 sand cast iron s&s as per is 3989 195 75x75x75mm 196 sand cast iron s&s as per is 3989 197 providing and fixing single equal plain junction of required degree 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 door piece, insertion rubber washer 3mm thick, bolts & nuts complete : 203 100 mm 204 sand cast iron s&s as per is 3989 205 75 mm 206 sand cast iron s&s as per is 3989 207 providing and fixing terminal guard : 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 collar : 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 lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : 218 100 mm 219 75 mm 220 providing and fixing m.s. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 221 100 mm 222 75 mm 223 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 : 224 100 mm inlet and 100 mm outlet 225 sand cast iron s&s as per is: 1729 226 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) : 227 100 mm dia 228 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 : 229 75 mm diameter pipe 230 providing and fixing ptmt waste coupling for wash basin and sink, of approved quality and colour. 231 waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms 232 providing and fixing ptmt bottle trap for wash basin and sink. 233 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 234 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. 235 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. 236 600 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. 237 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 : 238 kitchen sink with drain board 239 510x1040 mm bowl depth 250 mm 240 providing and fixing 8mm dia c.p / s.s jet with flexible tube upto1 metre long with s.s triangular plate to eureopean type w.c of quality and make as approved by engineer in charge. 241 providing and fixing g.i. pipes complete with g.i. fittings including trenching & refilling. 242 external work 243 32mmdia nominal bore 244 40mmdia nominal bore 245 water supply 246 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. 247 internal work exposed on wall 248 20 mm nominal outer dia pipes 249 25 mm nominal outer dia pipes 250 32 mm nominal outer dia pipes 251 40 mm nominal outer dia pipes 252 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. 253 concealed work, including cutting chases and making good the walls etc. 254 15 mm nominal outer dia pipes 255 20 mm nominal outer dia pipes 256 25 mm nominal outer dia pipes 257 32 mm nominal outer dia pipes 258 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 : 259 25 to 40 mm nominal bore 260 providing and fixing brass stop cock of approved quality : 261 15 mm nominal bore 262 20 mm nominal bore 263 providing and fixing gun metal gate valve with c.i. wheel of approved quality (screwed end) : 264 25mm nominal bore 265 32mm nominal bore 266 40mm nominal bore 267 providing and fixing ball valve (brass) of approved quality, high or low pressure, with plastic floats complete : 268 25 mm nominal bore 269 providing and fixing brass ferrule with c.i. mouth cover including boring and tapping the main : 270 25 mm nominal bore 271 providing and fixing uplasticised pvc connection pipe with brass unions : 272 45 cm length 273 15 mm nominal bore 274 providing and fixing c.p. brass shower rose with 15 or 20 mm inlet : 275 100 mm diameter 276 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. 277 rectangular tank 278 providing and fixing c.p. brass bib cock of approved quality conforming to is:8931 : 279 15 mm nominal bore 280 providing and fixing c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. 281 15 mm nominal bore 282 providing and fixing c.p. brass stop cock (concealed) of standard design and of approved make conforming to is:8931. 283 15 mm nominal bore. 284 providing and fixing c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is:8931 285 15 mm nominal bore 286 providing and fixing ptmt grating of approved quality and colour. 287 circular type. 288 100 mm nominal dia. 289 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. 290 sewarage & drainage 291 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 : 292 100 mm diameter 293 150 mm diameter 294 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 : 295 100 mm diameter s.w. pipe 296 150 mm diameter s.w. pipe 297 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: 298 180 x 150 mm size p type 299 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 300 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 : 301 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) : 302 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 303 extra for depth for manholes : 304 size 90x80 cm 305 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 306 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. 307 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 : 308 for pipes 100 to 250 mm diameter 309 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 : 310 150 mm dia rcc pipe 311 250 mm dia rcc pipe 312 non shedule items 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 providing & fixing sink mixer with swinging casted spout (wall mounted jaquar model con 309 kn)/approved equal with 450mm long copper pipes & brass nuts. 315 providing and fixing c.p. brass grab bar(600mm long) fixed with c.p. brass screwsincluding all fittings complete.jaquar model no. ahs 1507/approve equal. 316 subhead i wiring 317 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. 318 group c 319 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. 320 wiring for light/ power plug with 4x4 sq. mm frls pvc insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 nos. 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 1.5 sq. mm + 1 x 1.5 sq. mm earth wire 330 2 x 6 sq. mm + 1 x 6 sq. mm earth wire 331 2 x 10 sq. mm + 1 x 6 sq. mm earth wire 332 4 x 4 sq. mm + 2 x 4 sq. mm earth wire 333 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. 334 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. 335 25 mm 336 supplying and fixing following size/ modules, gi box alongwith modular base & cover plate for modular switches in recess etc. as required. 337 1 or 2 module (75 mmx75 mm) 338 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. 339 2 pair 340 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. 341 20 mm 342 25 mm 343 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. 344 10 pair telephone tag blockwith box 345 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 346 10 pair cable unarmoured 347 subhead ii supply & installation of fittings 348 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. 349 mounting rail for tled lamps 1600 lumens (tmc 501 p 1xt led with essential led 18w tube) 350 sereno 42 watt 2950 lumens philips sp824 p led 30s 5000 gr oa 351 supplying of wall mounted suitable for 1300 lumens complete with ballast & accessories such as wire guard etc. complete as required. 352 15w astra surface & wall mounted 1300 lumens ( philips bn150w led13s 6500 pse od gr ) 353 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) 354 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. 355 cirrus mini pro 15 / 20 watt & 1100 /1600 lumens (philips sm200c led11s 6500 psu od wh) 356 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. 357 endural led bulkhead, 10 w, 600 lumen such as (philips wt202w led6s cw psu s2 pc) 358 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) 359 300 mm 4 pole 360 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) 361 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. 362 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. 363 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. 364 installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 365 upto 450 mm sweep 366 extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. 367 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. 368 supplying and fixing call bell/ buzzer suitable for single phase, 230 v, complete as required. 369 subhead iii distribution board 370 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mcb distribution board, 415 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) 371 6 way (4 + 18), double door 372 supplying and fixing following rating, four pole, 415 v, isolator in the existing mcb db complete with connections, testing and commissioning etc. as required. 373 100 a 374 supplying and fixing following rating, four pole, (three phase and neutral), 415 v, residual current circuit breaker (rccb), having a sensitivity current 30 ma in the existing mcb db complete with connections, testing and commissioning etc. as required. 375 63 a 376 supplying and fixing following rating, double pole, 240 v, isolator in the existing mcb db complete with connections, testing and commissioning etc. as required. 377 40 amps 378 supplying and fixing following way, single pole and neutral, sheet steel, mcb distribution board, 240 volts, 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) 379 12 way , double door 380 16 way , double door 381 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. as required. 382 25 a 383 40 a 384 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. 385 single pole 386 subhead iv earthing 387 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. 388 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. 389 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 390 subhead v street lighting on building 391 supplying, installing, testing and commissioning of 2 x 36w general purpose flourescent street light fittings with sheet aluminium housing and uv stabilized acrylic cover complete with chokes, starter holders, condensers, reflector cover etc. as reqd. (philips cat no. trc 33 / 236 hpf) (to be fixed directly on wall of building) 392 supplying and fixing of 32 mm dia x 2.00 meter long g.i. pipe (medium class) bracket for mounting of fluorescent / hpmv / hpsv street light fitting on pole including bending the pipe to the required shape, 2 nos. 40 mm x 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. 393 supply of following sizes of frls 1.1 kv stranded compact circular aluminium conductor screened with extruded semi conducting compound, xlpe insulated,al round wire armoured & overall pvc sheathed cableconforming to is to is 7098 (part i) with latest amendments 394 2 x 4 sq.mm 395 laying of one number pvc insulated and pvc sheathed / xlpe power cable of 1.1 kv grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. 396 upto 35 sq. mm 397 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. 398 upto 35 sq. mm 399 laying and fixing of one number pvc insulated and pvc sheathed / xlpe power cable of 1.1 kv grade of following size on wall surface as required. 400 upto 35 sq. mm (clamped with 1mm thick saddle) 401 supplying and making end termination with brass compression gland and aluminium lugs for following size of pvc insulated and pvc sheathed / xlpe aluminium conductor cable of 1.1 kv grade as required. 402 2 x 6 sq. mm (19mm) 403 supply & fixing of 150x200 mm 60mm deep ms junction box recess or surface on wall with 3mm bakalite cover15 overlapping 15 all sides of junction box & housing 4way 32amps bakelie connector to terminate incoming & outgoing armoured cable & & wiring the light fixture with 3x1.5 sq mm pvc insulated coppwer wire including interconnection ets as reqired .( cost of termination of armoured cable with gland is not to be included as the same is payable under separate item no 5.07 of this subhead) 404 providing, laying and fixing following dia rcc pipe np2 class (light duty) in ground complete with rcc collars, jointing withcement mortar1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc. as required. 405 100 mm dia 406 subhead vi lightning conductor 407 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. 408 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. 409 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) 410 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) 411 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. 412 laying copper/ g.i. tape 32 mm x 6 mm from earth electrodedirectly in ground as required 413 earth work 414 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. 415 all kinds of soil 416 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. 417 supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 418 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. 419 concrete work 420 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level : 421 1:5:10 (1 cement : 5 coarse sand (zone iii) : 10 graded stone aggregate 40 mm nominal size) 422 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 : 423 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 424 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) 425 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. 426 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. 427 reinforcedcementconcrete 428 centering and shuttering including strutting, propping etc. and removal of form for all heights: 429 foundations, footings, bases of columns, etc. for mass concrete 430 walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc 431 columns, pillars, piers, abutments, posts and struts 432 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 433 edges of slabs and breaks in floors and walls 434 under 20 cms wide 435 suspended floors, roofs, landings, balconies and access platform. 436 lintels, beams, plinth beams, girders, bressumers and cantilevers. 437 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. 438 50 mm thick 439 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 440 thermo mechanically treated bars of grade fe 500d or more. 441 add for plaster drip course/ groove in plastered surface or moulding to r.c.c. projections. 442 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). 443 all works upto plinth level 444 all works above plinth level upto floor v level 445 add for using extra cement in the items of design mix over and above the specified cement content therein. 446 brick work 447 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: 448 cement mortar 1:6 (1 cement : 6 coarse sand) 449 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).: 450 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. 451 cement mortar 1:4 (1 cement :4 coarse sand) 452 extra for providing and placing in position 2 nos 6mm dia. m.s. bars at every third course of half brick masonry. 453 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). 454 marble work 455 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. 456 raj nagar plain white marble/ udaipur green marble/ zebra black marble 457 area of slab over 0.50 sqm 458 granite of any colour and shade 459 area of slab over 0.50 sqm 460 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. 461 marble work 462 granite work 463 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. 464 wood work & pvc work 465 float glass panes 466 4mm thick glass pane (weight not less than 10 kg/sqm 467 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). 468 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: 469 35 mm thick including isi marked stainless steel butt hinges with necessary screws 470 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). 471 extra for cutting rebate in flush door shutters (total area of the shutter to be measured). 472 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 : 473 35 mm thick shutters 474 kiln seasoned and chemically treated hollock wood 475 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. 476 with 12 mm mild steel u beading 477 providing and fixing isi marked oxidised m.s. single acting spring hinges with necessary screws etc. complete : 478 150 mm 479 providing and fixing oxidised m.s. casement stays (straight peg type) with necessary screws etc. complete. 480 250 mm weighing not less than 150 gms 481 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 : 482 250x16 mm 483 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 : 484 200x10 mm 485 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. 486 twin rubber stopper 487 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. 488 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). 489 steel work 490 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). 491 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) 492 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. 493 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) 494 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. 495 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. 496 m.s. tube 497 providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 498 4.0 mm thick glass panes 499 flooring 500 providing and laying c.c. pavement of mix m 25 with ready mixed concrete from batching plant. the ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of engineer incharge. (the panel shuttering work shall be paid for separately). 501 (note: cement content considered in this item is @ 330 kg/cum. excess/less cement used as per design mix is payable/ recoverable separately). 502 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) : 503 25 mm thick. 504 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. 505 extra for pre finished nosing in treads of steps of kota stone/ sand stone slab. 506 extra for kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. 507 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. 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 (1 cement: 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 600x600 mm 512 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. 513 roofing 514 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 10 515 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 floating coat of neat cement. 522 20 mm cement plaster 523 white washing with lime to give an even shade : 524 new work (three or more coats) 525 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 526 new work (two or more coats) over and including water thinnable priming coat with cement primer 527 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade: 528 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) 529 applying priming coat: 530 with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) 531 with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 532 painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 533 two or more coats on new work 534 painting with black anti corrosive bitumastic paint of approved brand and manufacture to give an even shade : 535 two or more coats on new work 536 water proofing 537 providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of w.c., kitchen and the like consisting of: 538 ist course of applying cement slurry @ 4.4 kg/sqm mixedwith water proofing compound conforming to is 2645 inrecommended proportions including rounding off junction of vertical and horizontal surface. 539 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. 540 iiird course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. 541 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). 542 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). 543 non shedule items 544 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 : 545 150 mm 546 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 : 547 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. 548 earth work 549 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. 550 all kinds of soil. 551 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 : 552 all kinds of soil 553 pipes, cables etc, not exceeding 80 mm dia. 554 pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 555 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. 556 roofing 557 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. 558 110 mm diameter 559 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. 560 coupler 561 110 mm 562 bend 87.5° 563 110 mm bend 564 shoe (plain) 565 110 mm shoe 566 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. 567 110 mm 568 providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 569 sanitary installations 570 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: 571 white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests 572 providing and fixing white vitreous china pedestal type water closet (european type) with seat and lid, 10 litre low level white vitreous china flushing cistern & c.p. flush bend with fittings & c.i. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 573 w.c. pan with isi marked black solid plastic seat and lid 574 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: 575 white vitreous china flat back wash basin size 550x 400 mm with single 15 mm c.p. brass pillar tap 576 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 : 577 kitchen sink with drain board 578 510x1040 mm bowl depth 250 mm 579 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. 580 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. 581 providing and fixing toilet paper holder : 582 vitreous china 583 providing and fixing soil, waste and vent pipes : 584 100 mm dia. 585 centrifugally cast (spun) iron socket & spigot (s&s) pipe as per is: 3989 586 75mm diameter 587 centrifugally cast (spun) iron socketed pipe as per is: 3989 588 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. : 589 for 100 mm dia. pipe 590 for 75 mm dia. pipe 591 providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 592 100 mm 593 sand cast iron s&s as per is 3989 594 75 mm 595 sand cast iron s&s as per is 3989 596 providing and fixing plain bend of required degree. 597 100 mm 598 sand cast iron s&s as per is : 3989 599 75 mm 600 sand cast iron s&s as per is 3989 601 providing and fixing heel rest sanitary bend 602 100 mmdia 603 sand cast iron s&s as per is 3989 604 75 mm dia 605 sand cast iron s&s as per is 3989 606 providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3mm thick,bolts and nuts complete. 607 100x100x100mm 608 sand cast iron s&s as per is 3989 609 75x75x75mm 610 sand cast iron s&s as per is 3989 611 providing and fixing single equal plain junction of required degree 612 100x100x100mm 613 sand cast iron s&s as per is 3989 614 75x75x75mm 615 sand cast iron s&s as per is 3989 616 providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete : 617 100 mm 618 sand cast iron s&s as per is 3989 619 75 mm 620 sand cast iron s&s as per is 3989 621 providing and fixing terminal guard : 622 100 mm 623 sand cast iron s&s as per is 3989 624 75 mm 625 sand cast iron s&s as per is 3989 626 providing and fixing collar : 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 lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : 632 100 mm 633 75 mm 634 providing and fixing m.s. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 635 100 mm 636 75 mm 637 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 : 638 100 mm inlet and 100 mm outlet 639 sand cast iron s&s as per is: 1729 640 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) : 641 100 mm dia 642 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 : 643 75 mm diameter pipe 644 providing and fixing ptmt waste coupling for wash basin and sink, of approved quality and colour. 645 waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms 646 providing and fixing ptmt bottle trap for wash basin and sink. 647 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 648 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. 649 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. 650 600 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. 651 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 : 652 kitchen sink with drain board 653 510x1040 mm bowl depth 250 mm 654 providing and fixing 8mm dia c.p / s.s jet with flexible tube upto1 metre long with s.s triangular plate to eureopean type w.c of quality and make as approved by engineer in charge. 655 providing and fixing g.i. pipes complete with g.i. fittings including trenching & refilling. 656 external work 657 32mmdia nominal bore 658 40mmdia nominal bore 659 water supply 660 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. 661 internal work exposed on wall 662 20 mm nominal outer dia pipes 663 25 mm nominal outer dia pipes 664 32 mm nominal outer dia pipes 665 40 mm nominal outer dia pipes 666 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. 667 concealed work, including cutting chases and making good the walls etc. 668 15 mm nominal outer dia pipes 669 20 mm nominal outer dia pipes 670 25 mm nominal outer dia pipes 671 32 mm nominal outer dia pipes 672 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 : 673 25 to 40 mm nominal bore 674 providing and fixing brass stop cock of approved quality : 675 15 mm nominal bore 676 20 mm nominal bore 677 providing and fixing gun metal gate valve with c.i. wheel of approved quality (screwed end) : 678 25mm nominal bore 679 32mm nominal bore 680 40mm nominal bore 681 providing and fixing ball valve (brass) of approved quality, high or low pressure, with plastic floats complete : 682 25 mm nominal bore 683 providing and fixing brass ferrule with c.i. mouth cover including boring and tapping the main : 684 25 mm nominal bore 685 providing and fixing uplasticised pvc connection pipe with brass unions : 686 45 cm length 687 15 mm nominal bore 688 providing and fixing c.p. brass shower rose with 15 or 20 mm inlet : 689 100 mm diameter 690 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. 691 rectangular tank 692 providing and fixing c.p. brass bib cock of approved quality conforming to is:8931 : 693 15 mm nominal bore 694 providing and fixing c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. 695 15 mm nominal bore 696 providing and fixing c.p. brass stop cock (concealed) of standard design and of approved make conforming to is:8931. 697 15 mm nominal bore. 698 providing and fixing c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is:8931 699 15 mm nominal bore 700 providing and fixing ptmt grating of approved quality and colour. 701 circular type. 702 100 mm nominal dia. 703 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. 704 sewarage & drainage 705 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 : 706 100 mm diameter 707 150 mm diameter 708 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 : 709 100 mm diameter s.w. pipe 710 150 mm diameter s.w. pipe 711 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: 712 180 x 150 mm size p type 713 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 714 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 : 715 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) : 716 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 717 extra for depth for manholes : 718 size 90x80 cm 719 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 720 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. 721 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 : 722 for pipes 100 to 250 mm diameter 723 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 : 724 150 mm dia rcc pipe 725 250 mm dia rcc pipe 726 non shedule items 727 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. 728 providing & fixing sink mixer with swinging casted spout (wall mounted jaquar model con 309 kn)/approved equal with 450mm long copper pipes & brass nuts. 729 providing and fixing c.p. brass grab bar(600mm long) fixed with c.p. brass screwsincluding all fittings complete.jaquar model no. ahs 1507/approve equal. 730 subhead i wiring 731 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. 732 group c 733 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. 734 wiring for light/ power plug with 4x4 sq. mm frls pvc insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 nos. 4 sq. mm frls pvc insulated copper conductor single core cable for loop earthing as required. 735 supplying and fixing following size/ modules, gi box alongwith modular base & cover plate for modular switches in recess etc. as required. 736 4 module (125 mmx75 mm) 737 supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 738 15/16 a switch 739 3 pin 5/6 a socket outlet 740 telephone socket outlet 741 tv antenna socket outlet 742 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. 743 2 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wire 744 2 x 6 sq. mm + 1 x 6 sq. mm earth wire 745 2 x 10 sq. mm + 1 x 6 sq. mm earth wire 746 4 x 4 sq. mm + 2 x 4 sq. mm earth wire 747 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. 748 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. 749 25 mm 750 supplying and fixing following size/ modules, gi box alongwith modular base & cover plate for modular switches in recess etc. as required. 751 1 or 2 module (75 mmx75 mm) 752 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. 753 2 pair 754 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. 755 20 mm 756 25 mm 757 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. 758 10 pair telephone tag blockwith box 759 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 760 10 pair cable unarmoured 761 subhead ii supply & installation of fittings 762 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. 763 mounting rail for tled lamps 1600 lumens (tmc 501 p 1xt led with essential led 18w tube) 764 sereno 42 watt 2950 lumens philips sp824 p led 30s 5000 gr oa 765 supplying of wall mounted suitable for 1300 lumens complete with ballast & accessories such as wire guard etc. complete as required. 766 15w astra surface & wall mounted 1300 lumens ( philips bn150w led13s 6500 pse od gr ) 767 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) 768 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. 769 cirrus mini pro 15 / 20 watt & 1100 /1600 lumens (philips sm200c led11s 6500 psu od wh) 770 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. 771 endural led bulkhead, 10 w, 600 lumen such as (philips wt202w led6s cw psu s2 pc) 772 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) 773 300 mm 4 pole 774 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) 775 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. 776 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. 777 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. 778 installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 779 upto 450 mm sweep 780 extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. 781 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. 782 supplying and fixing call bell/ buzzer suitable for single phase, 230 v, complete as required. 783 subhead iii distribution board 784 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mcb distribution board, 415 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) 785 6 way (4 + 18), double door 786 supplying and fixing following rating, four pole, 415 v, isolator in the existing mcb db complete with connections, testing and commissioning etc. as required. 787 100 a 788 supplying and fixing following rating, four pole, (three phase and neutral), 415 v, residual current circuit breaker (rccb), having a sensitivity current 30 ma in the existing mcb db complete with connections, testing and commissioning etc. as required. 789 63 a 790 supplying and fixing following rating, double pole, 240 v, isolator in the existing mcb db complete with connections, testing and commissioning etc. as required. 791 40 amps 792 supplying and fixing following way, single pole and neutral, sheet steel, mcb distribution board, 240 volts, 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) 793 12 way , double door 794 16 way , double door 795 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. as required. 796 25 a 797 40 a 798 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. 799 single pole 800 subhead iv earthing 801 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. 802 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. 803 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 804 subhead v street lighting on building 805 supplying, installing, testing and commissioning of 2 x 36w general purpose flourescent street light fittings with sheet aluminium housing and uv stabilized acrylic cover complete with chokes, starter holders, condensers, reflector cover etc. as reqd. (philips cat no. trc 33 / 236 hpf) (to be fixed directly on wall of building) 806 supplying and fixing of 32 mm dia x 2.00 meter long g.i. pipe (medium class) bracket for mounting of fluorescent / hpmv / hpsv street light fitting on pole including bending the pipe to the required shape, 2 nos. 40 mm x 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. 807 supply of following sizes of frls 1.1 kv stranded compact circular aluminium conductor screened with extruded semi conducting compound, xlpe insulated,al round wire armoured & overall pvc sheathed cableconforming to is to is 7098 (part i) with latest amendments 808 2 x 4 sq.mm 809 laying of one number pvc insulated and pvc sheathed / xlpe power cable of 1.1 kv grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. 810 upto 35 sq. mm 811 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. 812 upto 35 sq. mm 813 laying and fixing of one number pvc insulated and pvc sheathed / xlpe power cable of 1.1 kv grade of following size on wall surface as required. 814 upto 35 sq. mm (clamped with 1mm thick saddle) 815 supplying and making end termination with brass compression gland and aluminium lugs for following size of pvc insulated and pvc sheathed / xlpe aluminium conductor cable of 1.1 kv grade as required. 816 2 x 6 sq. mm (19mm) 817 supply & fixing of 150x200 mm 60mm deep ms junction box recess or surface on wall with 3mm bakalite cover15 overlapping 15 all sides of junction box & housing 4way 32amps bakelie connector to terminate incoming & outgoing armoured cable & & wiring the light fixture with 3x1.5 sq mm pvc insulated coppwer wire including interconnection ets as reqired .( cost of termination of armoured cable with gland is not to be included as the same is payable under separate item no 5.07 of this subhead) 818 providing, laying and fixing following dia rcc pipe np2 class (light duty) in ground complete with rcc collars, jointing withcement mortar1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc. as required. 819 100 mm dia 820 subhead vi lightning conductor 821 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. 822 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. 823 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) 824 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) 825 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. 826 laying copper/ g.i. tape 32 mm x 6 mm from earth electrodedirectly in ground as required 827 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. 828 all kinds of soil 829 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. 830 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. 831 supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 832 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone iii) : 10 graded stone aggregate 40 mm nominal size) 833 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). 834 upto plinth level 835 (i) r.c.c. work in footing 836 (ii) r.c.c. work in beam 837 (iii) r.c.c. work in columns 838 above plinth to floor v lvl 839 same as above but r.c.c. work abive plinth lvl. 840 (i) r.c.c. work in lintel 841 (ii) r.c.c. work in beam 842 (iii) r.c.c. work in columns 843 (iv) r.c.c. work in slab 844 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo mechanically treated bars of grade fe 500d or more. 845 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. thermo mechanically treated bars of grade fe 500 d or more. 846 add for plaster drip course/ groove in plastered surface or moulding tor.c.c. projections. 847 centering and shuttering including strutting, propping etc. and removal of form for all heights : 848 foundations, footings, bases of columns, etc. for mass concrete. 849 suspended floors, roofs, landings, balconies and access platform. 850 lintels, beams, plinth beams, girders, bressumers and cantilevers. 851 columns,pillars, piers, abutments, posts and struts. 852 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: 853 cement mortar 1:6 (1 cement : 6 coarse sand) 854 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) 855 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. 856 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). 857 half brick masonry with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundations and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand) 858 extra for providing and placing in position 2 nos 6mm dia. m.s. bars at every third course of half brick masonry. 859 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). 860 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 10 861 providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to is : 14616 and tads 15:2001 (part b), including isi marked m.s. pressed butt hinges bright finished of required size with necessary screws, all complete as per directions of engineerin charge and panelling with panels of : 12 mm thick one side pre laminated particle board (decorative lamination on one side and other sides balancing lamination) grade 1, medium density flat pressed, three layer particle board fpt i or graded wood particle board fpt 1 conforming to is : 3087 bonded with bwp type synthetic resin adhesive as per is : 848 and pre laminated conforming to is : 12823, grade 1, type ii marked : 862 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). 863 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 864 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 865 providing and fixing factory made upvc white colour fixed glazed windows/ ventilators comprising of upvc multi chambered frame and mullion (where ever required) 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), ,upvc extruded glazing beads of appropriate dimension, epdm gasket, g.i fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded 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 sealant 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 and silicon sealant shall be paid separately). variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 866 fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. 867 providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes. 868 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 : 869 30 mm thick shutters with isi marked m.s. pressed butt hinges bright finished of required size second class teak wood 870 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. 871 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). 872 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) 873 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 874 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. 875 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. size of tile 600x600 mm. 876 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. size of tile 600x600 mm 877 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. area of slab upto 0.50 sqm 878 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. 879 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. 880 providing edge moulding to 18mm 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. 881 granite work 882 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. 883 extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters 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. 884 steel painting: 885 (a) with ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works. 886 (b) painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade:two or more coats on new work. 887 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : new work (two or more coats) over and including water thinnable priming coat with cement primer. 888 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade. 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). 889 providing and fixing isi marked oxidised m.s. single acting spring hingeswith necessary screws etc. complete : 890 150 mm 891 providing and fixing oxidised m.s. hasp and staple (safety type)conforming to is : 363 with necessary screws etc. complete : 892 90 mm 893 providing and fixing special quality bright finished brass cupboard orward robe locks with four levers of approved quality including necessaryscrews etc. complete. 894 75 mm 895 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. 896 50x50 mm (base and height) 897 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 : 898 250x16 mm 899 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 : 900 200x10 mm 901 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 : 902 125 mm 903 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 or shade with necessary screws etc. complete. twin rubber stopper 904 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: 905 25 mm thick (for cupboard) including isi marked nickel plated bright finished m.s. piano hinges with necessary screws 906 providing and fixing pre laminated flat pressed 3 layer (medium density) particle board or graded wood particle board is : 3087 marked, with one side decorative and other side balancing lamination grade i, type ii exterior grade is : 12823 marked, in shelves with screws and fittings wherever required, edges to be painted with polyurethane primer (fittings to be paid separately). 907 float glass panes 4.0 mm thick glass panes (weight not less than 10 kg/sqm). 908 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. 909 w.c. pan with isi marked white solid plastic seat and lid 910 providingandfixing p.v.c. waste pipe forsink or wash basin including pvc waste fittings complete. 911 flexible pipe 912 40 mm dia(for sink and urinal) 913 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 : 914 kitchen sink with drain board 915 510x1040 mm bowl depth 250 mm 916 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,includingpainting of fittings and brackets, cutting and making good the walls wherever required 917 white vitreous china wash basin size 550x400 mm with single 15 mm c.p. brass pillar tap 918 providing and fixing cp brass 32mm size bottle trap of bapproved quality & make and as per the direction of engineerin charge. 919 providing & fixing c.p. brass health faucet for ablution with 1 meter long pvc tube, hand shower, couplings, wall hook and other accessories. 920 providing & fixing cp brass overhead shower with shower arm, hand shower 95mm dia single lever concealed deusch mixer with provision for connection to overhead shower and easy flex tube with accessories complete i allrespect 921 providing & fixing c.p. brass waste coupling for pvc waste pipe. 922 providing & fixing 600 x 450 mm bevelled edge mirror of superiorglass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with c.p. brass screws and washers complete. 923 providing & fixing toilet paper holder. 924 viterous china 925 providing and fixing of c. p. brass towel rail 600 x 20 mm size complete with c.p. brass brackets 926 providing and fixing of c. p. brass towel ring complete with c.p. brass brackets 927 providing and fixing cp brasssoap dish 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket and all fittings of the same material of approved quality and colour. 928 providing, fixing, jointing and testing in position of isi marked uv stabilized upvc pipesfor soil, waste, and vent, type b as per is : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to is:14735) i.e. bends, tees, junctions (with or without doors),reducers, wc connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. the rubber ring shall confirm to is:5382. 929 the pipes will be supported with threaded g i rods & u clamps with nuts, washers etc on 50x50x5 mm slotted angle. the cost will include all support arrangements. the work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg in charge at site. 930 110 mm dia (wall thickness 3.2 to 3.8 mm) 931 75 mm dia (wall thickness 3.2 to 3.8 mm) 932 providing, fixing, jointing and testing in position isi marked (is:4985) upvc pipes of min 6 kg/ sqcm rating with fitting for waste pipe from fixtures to floor trap including reduces, enlarger, socket, couplers, bends, tees etc including fixing at wall/ ceiling level supported by clamp & hangers etc. cutting holes in wall/ floors/ slabs and making good the same with cement concrete 1:2:4 complete as required. 933 32 mm dia. 934 providing & fixing upvc floor trap of self cleansing designwith stainless steel grating complete in all respects. 935 multi floor trap (5 ht) with height raiser and branch saddle strip of 50/75 mm outlet 936 plain floor trap (4 ht) with 50 / 75 outlet and with height raiser 937 p trap type floor trap 110 x 75 mm 938 extra for providing & fixing 125 mm dia c.p. grating in place of c.i. grating over floor traps. 939 providing, fixing, jointing and testing in position of isi marked uv stabilized upvc pipesfor rain water disposal, type b as peris : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to is:14735) i.e. bends, tees, junctions (with or without doors), reducers, couplers, expansion joints / bellows, cowels, clamps, rubber rings, ms gratings over pipes of bell mouth construction with epoxy painting etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. the rubber ring shall confirm to is:5382. 940 the pipes will be supported with threaded g i rods & clamps on 50x50x5 mm slotted angle. the cost will include all support arrangements. the work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg in charge at site. 941 110 mm dia 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 providing&fixing15 mm nominal bore45 cm long unplasticised pvc connection pipewith brass unions. 944 45 cm length 945 15 mm nominal bore 946 providing and fixing c.p brass bib cock of approved qualityconforming to is standards is: 8931. 947 15 mm nominal bore 948 providing and fixing c.p brass long nose bib cock of approved qualityconforming to is standardsandweighing notlessthan 810 gms. 949 15 mm nominal bore 950 providing & fixing 15 mm nominal bore c.p brass angle valve for basin mixer and geyser points of approved quality conformingto is8931. 951 15 mm nominal bore 952 constructing brick masonry chamber 300 x 300x500mm, insidewithf.p.s. brick work in cement mortar 1: 4 (1 cement : 4 coarse sand) for stopcock, withc. i. surface box 100 x 100 x 75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4mix (1cement : 2 coarse sand:4 grade stone aggregate 20mm nominal size); necessary excavation, foundationconcrete 1:5:10 (1 cement :5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar1 : 3 (1 cement : 3 coarse sand )12mmthick finished with a floatingcoatof neat cementcomplete as per standard design 953 with common burnt clay f.p.s.(non modular) bricks of class designation 7.5 954 providing & fixing g.i. unoun in g.i. pipe including cutting and threading the pipe & making long screws etc. complete. 955 15mm dia nominal bore 956 20mm dia nominal bore 957 25mm dia nominal bore 958 32mm dia nominal bore 959 40mm dia nominal bore 960 cutting holes up to 30 x 30 cm in walls including making good the same: 961 with common burnt clay f.p.s. (non modular) bricks 962 providing, fixing chlorinated polyvinyl chloride (cpvc) pipescts sdr 11, class 1 cpvc pipes (pressure rating 28 kg/cm2 at 23oc and 7 kg/cm2 at 82oc) confirming to is : 15778 2007, astm d 2846, havingthermal stability for hot and cold water supply including all cpvc plain and brass threaded fittings including fixing the pipes 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. 963 internal work exposed on wall 964 20mm nominal outer dia pipes 965 25mm nominal outer dia pipes 966 32mm nominal outer dia pipes 967 40mm nominal outer dia pipes 968 providing, fixing chlorinated polyvinyl chloride (cpvc) pipescts sdr 11, class 1 cpvc pipes (pressure rating 28 kg/cm2 at 23oc and 7 kg/cm2 at 82oc) confirming to is : 15778 2007, astm d 2846, havingthermal stability for hot and cold water supply including all cpvc plain and brass threaded fittings including fixing the pipes 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. 969 concealed work including cutting chase and making good the wall etc. 970 15mm nominal outer dia pipes 971 20mm nominal outer dia pipes 972 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. 973 circular tank 974 providing & fixing of hand lever operated forged brass body full way ball valve type isolating valve having forged brass hard chrome plated mirror finish ball, steel handle with pvc grip, teflon seat, screwed ends tested to a pressure of 15 kg/sqcm complete. 975 15 mm nominal bore 976 20 mm nominal bore 977 a) 25 mm dia 978 40 mm nominal bore 979 providing & fixing brass ball float valvewith bronzefloats of approved quality complete. 980 20 mm nominal dia 981 providing & fixing of medium class g.i.spout up to 300 mm. length including cutting and making good the walls and floors etc. as required. 982 a) 25 mm dia 983 sub head (i) : internal wiring 984 point wiring in pvc conduit, with modular type switch : 985 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. 986 group c 987 wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm frls pvc insulated copper conductor single core cable in surface/ recessed pvc conduit, and earthing the point with 1.5 sq. mm frls pvc insulated copper conductor single core cable etc. as required. 988 group c 989 twin control point wiring in pvc conduit, with modular type switch : 990 wiring for twin control light point with 1.5 sq.mm frls pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, 2 way modular switch, modular switch, suitable m.s. box and earthing the point with 1.5 sq.mm frls pvc insulated copper conductor single core cable etc. as required. 991 power plug wiring in pvc conduit (2 x 4 sq.mm.) : 992 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. 993 circuit / sub main wiring in pvc conduit : 994 wiring for circuit/ submain wiring alongwith earth wire with the following sizes of frls pvc insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required. 995 2 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wire. 996 2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire. 997 2 x 6 sq.mm. + 1 x 6 sq.mm. earth wire 998 2 x 10 sq.mm. + 1 x 6 sq.mm. earth wire 999 4 x 10 sq.mm. + 2 x 6 sq.mm. earth wire 1000 s/f light plug point modular type accessories : 1001 supplying and fixing suitable size gi box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 a modular socket outlet and 5/6 a modular switch, connections etc. as required 1002 s/f power plug point modular type accessories : 1003 supplying and fixing suitable size gi box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 a modular socket outlet and 15/16 a modular switch, connections etc. as required. 1004 supplying and fixing 20 amps, 240 volts, spn, industrial type socket outlet, with 2 poles and earth metal enclosedplug top alongwith 20amps. c curve, sp mcb in sheet steel enclosure, on surface or in recess, with chainedmetal cover for the socket outlet, and complete with connections, testingandcommissioning etc. as required. 1005 s/f modular type electronic fan regulator : 1006 supply 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. 1007 s/f modular type blanking plate : 1008 supply and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 1009 sub head (ii) : distribution boards & mcbs 1010 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) 1011 8 way , double door 1012 supplying and fixing followingway, horizontal type tp&n, sheet steelmcb distribution board,415 v on surface /recess,completewithtinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (but without mcb / rccb / isolators). 1013 8 way (4 + 24), double door 1014 supplying and fixing following rating, double pole, (single phase and neutral), 240 volts,residual current circuit breaker (rccb), having a sensitivity current upto 30 ma in the existingmcbdbcomplete with connections, testing andcommissioning etc. as required. 1015 63 amps. 1016 supplying and fixing 5 amps. to 32 amps. rating, 240 volts `c series,miniature circuit breaker (mcb)suitable for inductive load offollowingpolesin the existingmcbdbcomplete with connections, testing andcommissioning etc. as required. 1017 single pole 1018 supplying & fixing single pole, blanking plate in the existing mcbdbcomplete etc. as required. 1019 supplying and fixing following rating, single/ double/ three pole, 230/ 415 volts, mcb c curve in the existing mcb db complete with connections, testing and commissioning etc. as required. 1020 63 amps fp mcb 1021 40 amps dp mcb 1022 sub head (iii) : telephone, television & data system 1023 s/f modular boxes, base & cover plate : 1024 supplying and fixing following size / modules, gi box along with modular base & cover plate for modular switches inrecessetc as required 1025 1 or 2 module (75 mm x 75 mm) 1026 s/f modular type switch / socket : 1027 supplying and fixing following modular switch / socket on the existing modular plate & switch box including connections but excluding modular plate etc as required 1028 telephone socket outlet 1029 tv antenna socket outlet 1030 supply and fixing offollowingsizes of medium class pvc conduit along with accessories in surface/recess including cuttingthe wall and making good the same in case of recessed conduit as required : 1031 20 mm. 1032 25 mm. 1033 supply and drawing followingpair, 0.5 sq.mm. frls pvc insulated annealed copper conductor, unarmoured telephone cable in the existing surface / recessed steel/ pvc conduit as required. 1034 2 pair 1035 supply 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. 1036 sub head (iv) : miscellaneous 1037 providing and fixing m.v. dangernotice plate of 200mmx150mm made of mild steel, atleast 2mm thick and vitreous enamelled white on both sides and with inscription singleredcolouronfrlsontsideas required. 1038 supplying and fixing call bell/buzzer suitablefor single phase, 230 volts, complete as required. 1039 providing and fixing circular/ hexagonal cast iron or m.s. sheet box forceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5mm 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 of3.3 mm dia round headed screws, one lock at the corners. clamp shallbe made of 12 mm dia m.s. bar bent to shape as per standard drawing. 1040 sub head(v): internal lighting fixtures & fans 1041 supply of lighting fixtures 1042 supply of 15w surface mounted led with all accessories as per standard item..(such as panasonic adl04r156 or equivalent). 1043 supply of 15w wall bracket led bulb with all accessories as per standard item..(such as panasonic pbum01157 or equivalent). 1044 supply of 20w surface mounted led with all accessories as per standard item..(such as panasonic adl04r206 or equivalent). 1045 supply of 20w surface mounted led tube with all accessories as per standard item..(such as panasonic pbtm01207 or equivalent). 1046 supply of ceiling & exhaust fans 1047 supply of ac230/250 volts, 50 hzceiling fanwith standarddownrod, blades, 2 nos. caps & regulator etc. isi with 5 star marked & energy efficient complete as required. (such as havells velocity/velocity hs or equivalent). 1048 1200 mm sweep 1049 supply of ac230/250 volts, 50 hz exhaust fansincluding providingnuts, bolts, mounting frlsame and other accessories etc. complete as required (such as ventil air dx white or equivalent). 1050 300 mm sweep 900 rpm 1051 erectionoflightingfixturesandfans 1052 installation, testing and commissioning of pre wired, flourescent fitting / compact fluorescent fitting of all types, complete with all accessories and tubes etc. directly on ceiling / wall, including connection with 1.5 sq. mm. frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 1053 installation, testing and commissioning of ceiling fan including wiring the down rod 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. 1054 installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required 1055 upto 450 mm sweep 1056 sub head(vi): lightning conductor 1057 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. 1058 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. 1059 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) 1060 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) 1061 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. 1062 laying copper/ g.i. tape 32 mm x 6 mm from earth electrodedirectly in ground as required 1063 earth work 1064 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. 1065 all kinds of soil 1066 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. 1067 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. 1068 concrete work 1069 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level : 1070 1:5:10 (1 cement : 5 coarse sand (zone iii) : 10 graded stone aggregate 40 mm nominal size) 1071 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 : 1072 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 1073 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) 1074 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. 1075 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. 1076 reinforcedcementconcrete 1077 centering and shuttering including strutting, propping etc. and removal of form for all heights: 1078 foundations, footings, bases of columns, etc. for mass concrete 1079 columns, pillars, piers, abutments, posts and struts 1080 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 1081 edges of slabs and breaks in floors and walls 1082 under 20 cms wide 1083 suspended floors, roofs, landings, balconies and access platform. 1084 lintels, beams, plinth beams, girders, bressumers and cantilevers. 1085 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 1086 thermo mechanically treated bars of grade fe 500d or more. 1087 add for plaster drip course/ groove in plastered surface or moulding to r.c.c. projections. 1088 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). 1089 all works upto plinth level 1090 all works above plinth level upto floor v level 1091 brick work 1092 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: 1093 cement mortar 1:6 (1 cement : 6 coarse sand) 1094 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). 1095 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. 1096 cement mortar 1:4 (1 cement :4 coarse sand) 1097 extra for providing and placing in position 2 nos 6mm dia. m.s. bars at every third course of half brick masonry. 1098 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). 1099 marble work 1100 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. 1101 granite of any colour and shade 1102 area of slab over 0.50 sqm 1103 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. 1104 granite work 1105 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. 1106 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. 1107 wood work & pvc work 1108 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). 1109 second class teak wood 1110 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. 1111 25 mm thick (for cupboard) including isi marked nickel plated bright finished m.s. piano hinges is : 3818 marked with necessary screws 1112 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: 1113 35 mm thick including isi marked stainless steel butt hinges with necessary screws 1114 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). 1115 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 : 1116 35 mm thick shutters 1117 kiln seasoned and chemically treated hollock wood 1118 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 : 1119 250x16 mm 1120 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 : 1121 200x10 mm 1122 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 : 1123 125 mm 1124 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. 1125 twin rubber stopper 1126 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. 1127 1.5 mm thick 1128 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. 1129 with decorative veneering on one side and commercial veneering on other side 1130 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. 1131 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). 1132 providing and fixing isi marked oxidised m.s. single acting spring hingeswith necessary screws etc. complete : 1133 150 mm 1134 providing and fixing oxidised m.s. hasp and staple (safety type)conforming to is : 363 with necessary screws etc. complete : 1135 90 mm 1136 providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 1137 75 mm 1138 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. 1139 50x50 mm (base and height) 1140 float glass panes 1141 4.0 mm thick glass panes (weight not less than 10 kg/sqm). 1142 steel work 1143 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). 1144 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) 1145 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. 1146 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) 1147 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. 1148 providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 1149 4.0 mm thick glass panes 1150 flooring 1151 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) : 1152 25 mm thick. 1153 providing and fixing glass strips in joints of terrazo/ cement concrete floors. 1154 40 mm wide and 4 mm thick 1155 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. 1156 extra for pre finished nosing in treads of steps of kota stone/ sand stone slab. 1157 extra for kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. 1158 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. 1159 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. 1160 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. 1161 size of tile 600x600 mm 1162 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. 1163 size of tile 600x600 mm 1164 roofing 1165 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. 1166 with common burnt clay f.p.s. (non modular) brick tilesof class designation 10 1167 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. 1168 finishing 1169 12 mm cement plaster of mix 1170 1:6 (1 cement: 6 coarse sand) 1171 15 mm cement plaster on rough side of single or half brick wall of mix: 1172 1:6 (1 cement: 6 coarse sand) 1173 white washing with lime to give an even shade : 1174 new work (three or more coats) 1175 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 1176 new work (two or more coats) over and including water thinnable priming coat with cement primer 1177 finishing walls with premium acrylic smooth exterior paint withsilicone additives of required shade: 1178 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) 1179 applying priming coat: 1180 with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) 1181 with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 1182 painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 1183 two or more coats on new work 1184 painting with black anti corrosive bitumastic paint of approved brand and manufacture to give an even shade : 1185 two or more coats on new work 1186 water proofing 1187 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). 1188 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 1189 earth work 1190 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. 1191 all kinds of soil. 1192 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 : 1193 all kinds of soil 1194 pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 1195 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. 1196 roofing 1197 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. 1198 110 mm diameter 1199 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. 1200 coupler 1201 110 mm 1202 bend 87.5° 1203 110 mm bend 1204 shoe (plain) 1205 110 mm shoe 1206 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. 1207 110 mm 1208 providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 1209 sanitary installations 1210 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: 1211 white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests 1212 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: 1213 white vitreous china flat back wash basin size 550x 400 mm with single 15 mm c.p. brass pillar tap 1214 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 : 1215 kitchen sink with drain board 1216 510x1040 mm bowl depth 250 mm 1217 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. 1218 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. 1219 providing and fixing toilet paper holder : 1220 vitreous china 1221 providing and fixing soil, waste and vent pipes : 1222 100 mm dia. 1223 centrifugally cast (spun) iron socket & spigot (s&s) pipe as per is: 3989 1224 75mm diameter 1225 centrifugally cast (spun) iron socketed pipe as per is: 3989 1226 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. : 1227 for 100 mm dia. pipe 1228 for 75 mm dia. pipe 1229 providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 1230 100 mm 1231 sand cast iron s&s as per is 3989 1232 75 mm 1233 sand cast iron s&s as per is 3989 1234 providing and fixing plain bend of required degree. 1235 100 mm 1236 sand cast iron s&s as per is : 3989 1237 75 mm 1238 sand cast iron s&s as per is 3989 1239 providing and fixing heel rest sanitary bend 1240 100 mmdia 1241 sand cast iron s&s as per is 3989 1242 75 mm dia 1243 sand cast iron s&s as per is 3989 1244 providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3mm thick,bolts and nuts complete. 1245 100x100x100mm 1246 sand cast iron s&s as per is 3989 1247 75x75x75mm 1248 sand cast iron s&s as per is 3989 1249 providing and fixing single equal plain junction of required degree 1250 100x100x100mm 1251 sand cast iron s&s as per is 3989 1252 75x75x75mm 1253 sand cast iron s&s as per is 3989 1254 providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete : 1255 100 mm 1256 sand cast iron s&s as per is 3989 1257 75 mm 1258 sand cast iron s&s as per is 3989 1259 providing and fixing terminal guard : 1260 100 mm 1261 sand cast iron s&s as per is 3989 1262 75 mm 1263 sand cast iron s&s as per is 3989 1264 providing and fixing collar : 1265 100 mm 1266 sand cast iron s&s as per is 3989 1267 75 mm 1268 sand cast iron s&s as per is 3989 1269 providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : 1270 100 mm 1271 75 mm 1272 providing and fixing m.s. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 1273 100 mm 1274 75 mm 1275 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 : 1276 100 mm inlet and 100 mm outlet 1277 sand cast iron s&s as per is: 1729 1278 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) : 1279 100 mm dia 1280 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 : 1281 100 mm diameter pipe 1282 75 mm diameter pipe 1283 providing and fixing ptmt waste coupling for wash basin and sink, of approved quality and colour. 1284 waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms 1285 providing and fixing ptmt bottle trap for wash basin and sink. 1286 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 1287 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. 1288 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. 1289 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. 1290 providing and fixing g.i. pipes complete with g.i. fittings including trenching & refilling. 1291 external work 1292 32mmdia nominal bore 1293 water supply 1294 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. 1295 internal work exposed on wall 1296 25 mm nominal outer dia pipes metre 1297 32 mm nominal outer dia pipes metre 1298 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. 1299 concealed work, including cutting chases and making good the walls etc. 1300 15 mm nominal outer dia pipes 1301 20 mm nominal outer dia pipes 1302 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 : 1303 25 to 40 mm nominal bore 1304 providing and fixing brass stop cock of approved quality : 1305 15 mm nominal bore 1306 20 mm nominal bore 1307 providing and fixing gun metal gate valve with c.i. wheel of approved quality (screwed end) : 1308 25mm nominal bore 1309 32mm nominal bore 1310 40mm nominal bore 1311 providing and fixing ball valve (brass) of approved quality, high or low pressure, with plastic floats complete : 1312 25 mm nominal bore 1313 providing and fixing brass ferrule with c.i. mouth cover including boring and tapping the main : 1314 25 mm nominal bore 1315 providing and fixing uplasticised pvc connection pipe with brass unions : 1316 45 cm length 1317 15 mm nominal bore 1318 providing and fixing c.p. brass shower rose with 15 or 20 mm inlet : 1319 100 mm diameter 1320 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. 1321 rectangular tank 1322 providing and fixing c.p. brass bib cock of approved quality conforming to is:8931 : 1323 15 mm nominal bore 1324 providing and fixing c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. 1325 15 mm nominal bore 1326 providing and fixing c.p. brass stop cock (concealed) of standard design and of approved make conforming to is:8931. 1327 15 mm nominal bore. 1328 providing and fixing c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is:8931 1329 15 mm nominal bore 1330 providing and fixing ptmt grating of approved quality and colour. 1331 circular type. 1332 100 mm nominal dia. 1333 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. 1334 sewarage & drainage 1335 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: 1336 150 x 100 mm size p type 1337 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 1338 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 : 1339 for pipes 100 to 250 mm diameter 1340 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 : 1341 150 mm dia rcc pipe 1342 subhead i wiring 1343 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. 1344 group c 1345 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. 1346 supplying and fixing following size/ modules, gi box alongwith modular base & cover plate for modular switches in recess etc. as required. 1347 4 module (125 mmx75 mm) 1348 supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1349 15/16 a switch 1350 3 pin 5/6 a socket outlet 1351 telephone socket outlet 1352 tv antenna socket outlet 1353 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. 1354 2 x 2.5 sq.mm + 1 x 2.5 sq.mm earth wire 1355 2 x 10 sq. mm + 1 x 6 sq. mm earth wire 1356 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. 1357 supplying and fixing following size/ modules, gi box alongwith modular base & cover plate for modular switches in recess etc. as required. 1358 1 or 2 module (75 mmx75 mm) 1359 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. 1360 2 pair 1361 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. 1362 20 mm 1363 25 mm 1364 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. 1365 10 pair telephone tag blockwith box 1366 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 1367 10 pair cable unarmoured 1368 subhead ii supply & installation of fittings 1369 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. 1370 mounting rail for tled lamps 1600 lumens (tmc 501 p 1xt led with essential led 18w tube) 1371 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) 1372 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. 1373 cirrus mini pro 15 / 20 watt & 1100 /1600 lumens (philips sm200c led11s 6500 psu od wh) 1374 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. 1375 endural led bulkhead, 10 w, 600 lumen such as (philips wt202w led6s cw psu s2 pc) 1376 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) 1377 300 mm 4 pole 1378 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) 1379 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. 1380 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. 1381 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. 1382 installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 1383 upto 450 mm sweep 1384 extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. 1385 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. 1386 supplying and fixing call bell/ buzzer suitable for single phase, 230 v, complete as required. 1387 subhead iii distribution board 1388 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. 1389 meter board 1390 incoming : 1391 40a tp mccb having breaking capacity 25 ka 1 no. 1392 outgoing : 1393 space for single phase energy meter 4 nos. 1394 25 amp dp mcb 4 nos. 1395 supplying, installing, testing & commissioning of single phase electronic energy meter, tested as per electricity boards requirement. 1396 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) 1397 12 way, spn 1398 supplying and fixing following rating, double pole, 240 v, isolator in the existing mcb db complete with connections, testing and commissioning etc. as required. 1399 40 amps 1400 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. 1401 25 amps 1402 supplying of xlpe insulated, pvc sheathed 1.1 kv grade aluminium conductor heavy duty armoured cable as per is : 7098 of size : 1403 4 x 16 sq.mm. 1404 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 1405 100 mm dia 1406 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. 1407 single pole 1408 subhead iv earthing 1409 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. 1410 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. 1411 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 1412 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. 1413 all kinds of soil 1414 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. 1415 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. 1416 concrete work 1417 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level : 1418 1:5:10 (1 cement : 5 coarse sand (zone iii) : 10 graded stone aggregate 40 mm nominal size) 1419 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 : 1420 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 1421 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. 1422 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) 1423 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. 1424 reinforcedcementconcrete 1425 centering and shuttering including strutting, propping etc. and removal of form for all heights: 1426 foundations, footings, bases of columns, etc. for mass concrete 1427 columns, pillars, piers, abutments, posts and struts 1428 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 1429 edges of slabs and breaks in floors and walls 1430 under 20 cms wide 1431 suspended floors, roofs, landings, balconies and access platform. 1432 lintels, beams, plinth beams, girders, bressumers and cantilevers. 1433 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 1434 thermo mechanically treated bars of grade fe 500d or more. 1435 add for plaster drip course/ groove in plastered surface or moulding to r.c.c. projections. 1436 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). 1437 all works upto plinth level 1438 all works above plinth level upto floor v level 1439 brick work 1440 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: 1441 cement mortar 1:6 (1 cement : 6 coarse sand) 1442 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). 1443 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. 1444 cement mortar 1:4 (1 cement :4 coarse sand) 1445 extra for providing and placing in position 2 nos 6mm dia. m.s. bars at every third course of half brick masonry. 1446 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). 1447 marble work 1448 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. 1449 granite of any colour and shade 1450 area of slab over 0.50 sqm 1451 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. 1452 granite work 1453 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. 1454 wood work & pvc work 1455 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). 1456 second class teak wood 1457 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. 1458 25 mm thick (for cupboard) including isi marked nickel plated bright finished m.s. piano hinges is : 3818 marked with necessary screws 1459 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: 1460 35 mm thick including isi marked stainless steel butt hinges with necessary screws 1461 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). 1462 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 : 1463 35 mm thick shutters 1464 kiln seasoned and chemically treated hollock wood 1465 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 : 1466 250x16 mm 1467 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 : 1468 200x10 mm 1469 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 : 1470 125 mm 1471 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. 1472 twin rubber stopper 1473 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). 1474 18 mm thick 1475 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. 1476 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). 1477 providing and fixing isi marked oxidised m.s. single acting spring hingeswith necessary screws etc. complete : 1478 150 mm 1479 providing and fixing oxidised m.s. hasp and staple (safety type)conforming to is : 363 with necessary screws etc. complete : 1480 90 mm 1481 providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 1482 75 mm 1483 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. 1484 50x50 mm (base and height) 1485 float glass panes 1486 4 mm thick glass pane (weight not less than 10kg/sqm). 1487 steel work 1488 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). 1489 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) 1490 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. 1491 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) 1492 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. 1493 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. 1494 m.s. tube 1495 providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 1496 4.0 mm thick glass panes 1497 flooring 1498 providing and fixing glass strips in joints of terrazo/ cement concrete floors. 1499 40 mm wide and 4 mm thick 1500 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) : 1501 25 mm thick. 1502 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. 1503 extra for pre finished nosing in treads of steps of kota stone/ sand stone slab. 1504 extra for kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. 1505 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. 1506 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. 1507 size of tile 600x600 mm 1508 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. 1509 size of tile 400x400 mm 1510 roofing 1511 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. 1512 with common burnt clay f.p.s. (non modular) brick tilesof class designation 10 1513 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. 1514 finishing 1515 12 mm cement plaster of mix 1516 1:6 (1 cement: 6 coarse sand) 1517 15 mm cement plaster on rough side of single or half brick wall of mix: 1518 1:6 (1 cement: 6 coarse sand) 1519 white washing with lime to give an even shade : 1520 new work (three or more coats) 1521 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 1522 new work (two or more coats) over and including water thinnable priming coat with cement primer 1523 finishing walls with premium acrylic smooth exterior paint withsilicone additives of required shade: 1524 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) 1525 applying priming coat: 1526 with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) 1527 with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 1528 painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 1529 two or more coats on new work 1530 water proofing 1531 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). 1532 providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of w.c., kitchen and the like consisting of: 1533 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. 1534 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. 1535 iiird course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. 1536 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). 1537 non shedule items 1538 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. 1539 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. 1540 earth work 1541 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. 1542 all kinds of soil. 1543 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 : 1544 all kinds of soil 1545 pipes, cables etc, not exceeding 80 mm dia. 1546 pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 1547 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. 1548 roofing 1549 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. 1550 110 mm diameter 1551 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. 1552 coupler 1553 110 mm 1554 bend 87.5° 1555 110 mm bend 1556 shoe (plain) 1557 110 mm shoe 1558 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. 1559 110 mm 1560 providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 1561 sanitary installations 1562 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: 1563 white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests 1564 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. 1565 w.c. pan with isi marked white solid plastic seat and lid 1566 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: 1567 white vitreous china flat back wash basin size 550x 400 mm with single 15 mm c.p. brass pillar tap 1568 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 : 1569 kitchen sink with drain board 1570 510x1040 mm bowl depth 250 mm 1571 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. 1572 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. 1573 providing and fixing toilet paper holder : 1574 vitreous china 1575 providing and fixing soil, waste and vent pipes : 1576 100 mm dia. 1577 centrifugally cast (spun) iron socket & spigot (s&s) pipe as per is: 3989 1578 75mm diameter 1579 centrifugally cast (spun) iron socketed pipe as per is: 3989 1580 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. : 1581 for 100 mm dia. pipe 1582 for 75 mm dia. pipe 1583 providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 1584 100 mm 1585 sand cast iron s&s as per is 3989 1586 75 mm 1587 sand cast iron s&s as per is 3989 1588 providing and fixing plain bend of required degree. 1589 100 mm 1590 sand cast iron s&s as per is : 3989 1591 75 mm 1592 sand cast iron s&s as per is 3989 1593 providing and fixing heel rest sanitary bend 1594 100 mmdia 1595 sand cast iron s&s as per is 3989 1596 75 mm dia 1597 sand cast iron s&s as per is 3989 1598 providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3mm thick,bolts and nuts complete. 1599 100x100x100mm 1600 sand cast iron s&s as per is 3989 1601 75x75x75mm 1602 sand cast iron s&s as per is 3989 1603 providing and fixing single equal plain junction of required degree 1604 100x100x100mm 1605 sand cast iron s&s as per is 3989 1606 75x75x75mm 1607 sand cast iron s&s as per is 3989 1608 providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete : 1609 100 mm 1610 sand cast iron s&s as per is 3989 1611 75 mm 1612 sand cast iron s&s as per is 3989 1613 providing and fixing terminal guard : 1614 100 mm 1615 sand cast iron s&s as per is 3989 1616 75 mm 1617 sand cast iron s&s as per is 3989 1618 providing and fixing collar : 1619 100 mm 1620 sand cast iron s&s as per is 3989 1621 75 mm 1622 sand cast iron s&s as per is 3989 1623 providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : 1624 100 mm 1625 75 mm 1626 providing and fixing m.s. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 1627 100 mm 1628 75 mm 1629 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 : 1630 100 mm inlet and 100 mm outlet 1631 sand cast iron s&s as per is: 1729 1632 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) : 1633 100 mm dia 1634 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 : 1635 100 mm diameter pipe 1636 75 mm diameter pipe 1637 providing and fixing ptmt waste coupling for wash basin and sink, of approved quality and colour. 1638 waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms 1639 providing and fixing ptmt bottle trap for wash basin and sink. 1640 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 1641 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. 1642 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. 1643 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. 1644 providing and fixing g.i. pipes complete with g.i. fittings including trenching & refilling. 1645 external work 1646 32mmdia nominal bore 1647 40mmdia nominal bore 1648 50mmdia nominal bore 1649 water supply 1650 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. 1651 internal work exposed on wall 1652 25 mm nominal outer dia pipes metre 1653 32 mm nominal outer dia pipes metre 1654 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. 1655 concealed work, including cutting chases and making good the walls etc. 1656 15 mm nominal outer dia pipes 1657 20 mm nominal outer dia pipes 1658 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 : 1659 25 to 40 mm nominal bore 1660 providing and fixing brass stop cock of approved quality : 1661 15 mm nominal bore 1662 20 mm nominal bore 1663 providing and fixing gun metal gate valve with c.i. wheel of approved quality (screwed end) : 1664 25mm nominal bore 1665 32mm nominal bore 1666 40mm nominal bore 1667 providing and fixing ball valve (brass) of approved quality, high or low pressure, with plastic floats complete : 1668 25 mm nominal bore 1669 providing and fixing brass ferrule with c.i. mouth cover including boring and tapping the main : 1670 25 mm nominal bore 1671 providing and fixing uplasticised pvc connection pipe with brass unions : 1672 45 cm length 1673 15 mm nominal bore 1674 providing and fixing c.p. brass shower rose with 15 or 20 mm inlet : 1675 100 mm diameter 1676 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. 1677 rectangular tank 1678 providing and fixing c.p. brass bib cock of approved quality conforming to is:8931 : 1679 15 mm nominal bore 1680 providing and fixing c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. 1681 15 mm nominal bore 1682 providing and fixing c.p. brass stop cock (concealed) of standard design and of approved make conforming to is:8931. 1683 15 mm nominal bore. 1684 providing and fixing c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is:8931 1685 15 mm nominal bore 1686 providing and fixing ptmt grating of approved quality and colour. 1687 circular type. 1688 100 mm nominal dia. 1689 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. 1690 sewarage & drainage 1691 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 : 1692 100 mm diameter 1693 150 mm diameter 1694 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 : 1695 100 mm diameter s.w. pipe 1696 150 mm diameter s.w. pipe 1697 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: 1698 150 x 100 mm size p type 1699 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 1700 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 : 1701 150 mm dia rcc pipe 1702 subhead i wiring 1703 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. 1704 group c 1705 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. 1706 supplying and fixing following size/ modules, gi box alongwith modular base & cover plate for modular switches in recess etc. as required. 1707 4 module (125 mmx75 mm) 1708 supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1709 15/16 a switch 1710 3 pin 5/6 a socket outlet 1711 telephone socket outlet 1712 tv antenna socket outlet 1713 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. 1714 2 x 2.5 sq.mm + 1 x 2.5 sq.mm earth wire 1715 2 x 10 sq. mm + 1 x 6 sq. mm earth wire 1716 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. 1717 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. 1718 25 mm 1719 supplying and fixing following size/ modules, gi box alongwith modular base & cover plate for modular switches in recess etc. as required. 1720 1 or 2 module (75 mmx75 mm) 1721 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. 1722 2 pair 1723 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. 1724 20 mm 1725 25 mm 1726 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. 1727 10 pair telephone tag blockwith box 1728 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 1729 10 pair cable unarmoured 1730 subhead ii supply & installation of fittings 1731 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. 1732 mounting rail for tled lamps 1600 lumens (tmc 501 p 1xt led with essential led 18w tube) 1733 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) 1734 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. 1735 cirrus mini pro 15 / 20 watt & 1100 /1600 lumens (philips sm200c led11s 6500 psu od wh) 1736 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. 1737 endural led bulkhead, 10 w, 600 lumen such as (philips wt202w led6s cw psu s2 pc) 1738 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) 1739 300 mm 4 pole 1740 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) 1741 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. 1742 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. 1743 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. 1744 installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 1745 upto 450 mm sweep 1746 extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. 1747 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. 1748 supplying and fixing call bell/ buzzer suitable for single phase, 230 v, complete as required. 1749 subhead iii distribution board 1750 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. 1751 meter board 1752 incoming : 1753 40a tp mccb having breaking capacity 25 ka 1 no. 1754 outgoing : 1755 space for single phase energy meter 4 nos. 1756 25 amp dp mcb 4 nos. 1757 supplying, installing, testing & commissioning of single phase electronic energy meter, tested as per electricity boards requirement. 1758 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) 1759 12 way, spn 1760 supplying and fixing following rating, double pole, 240 v, isolator in the existing mcb db complete with connections, testing and commissioning etc. as required. 1761 40 amps 1762 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. 1763 25 amps 1764 supplying of xlpe insulated, pvc sheathed 1.1 kv grade aluminium conductor heavy duty armoured cable as per is : 7098 of size : 1765 4 x 16 sq.mm. 1766 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 1767 100 mm dia 1768 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. 1769 single pole 1770 subhead iv earthing 1771 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. 1772 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. 1773 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 1774 subhead v lightning conductor 1775 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. 1776 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. 1777 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) 1778 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) 1779 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. 1780 laying copper/ g.i. tape 32 mm x 6 mm from earth electrodedirectly in ground as required 1781 earth work 1782 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. 1783 all kinds of soil 1784 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. 1785 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. 1786 concrete work 1787 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level : 1788 1:5:10 (1 cement : 5 coarse sand (zone iii) : 10 graded stone aggregate 40 mm nominal size) 1789 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 : 1790 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 1791 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) 1792 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. 1793 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. 1794 reinforcedcementconcrete 1795 centering and shuttering including strutting, propping etc. and removal of form for all heights: 1796 foundations, footings, bases of columns, etc. for mass concrete 1797 walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc 1798 columns, pillars, piers, abutments, posts and struts 1799 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 1800 edges of slabs and breaks in floors and walls 1801 under 20 cms wide 1802 suspended floors, roofs, landings, balconies and access platform. 1803 lintels, beams, plinth beams, girders, bressumers and cantilevers. 1804 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 1805 thermo mechanically treated bars of grade fe 500d or more. 1806 add for plaster drip course/ groove in plastered surface or moulding to r.c.c. projections. 1807 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). 1808 all works upto plinth level 1809 all works above plinth level upto floor v level 1810 brick work 1811 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: 1812 cement mortar 1:6 (1 cement : 6 coarse sand) 1813 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). 1814 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. 1815 cement mortar 1:4 (1 cement :4 coarse sand) 1816 extra for providing and placing in position 2 nos 6mm dia. m.s. bars at every third course of half brick masonry. 1817 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). 1818 marble work 1819 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. 1820 granite of any colour and shade 1821 area of slab over 0.50 sqm 1822 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. 1823 granite work 1824 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. 1825 wood work & pvc work 1826 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). 1827 second class teak wood 1828 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. 1829 25 mm thick (for cupboard) including isi marked nickel plated bright finished m.s. piano hinges is : 3818 marked with necessary screws 1830 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: 1831 35 mm thick including isi marked stainless steel butt hinges with necessary screws 1832 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). 1833 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 : 1834 35 mm thick shutters 1835 kiln seasoned and chemically treated hollock wood 1836 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 : 1837 250x16 mm 1838 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 : 1839 200x10 mm 1840 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 : 1841 125 mm 1842 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. 1843 twin rubber stopper 1844 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). 1845 18 mm thick 1846 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. 1847 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). 1848 providing and fixing isi marked oxidised m.s. single acting spring hingeswith necessary screws etc. complete : 1849 150 mm 1850 providing and fixing oxidised m.s. hasp and staple (safety type)conforming to is : 363 with necessary screws etc. complete : 1851 90 mm 1852 providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 1853 75 mm 1854 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. 1855 50x50 mm (base and height) 1856 float glass panes 1857 4 mm thick glass pane (weight not less than 10kg/sqm). 1858 steel work 1859 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). 1860 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) 1861 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. 1862 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) 1863 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. 1864 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. 1865 m.s. tube 1866 providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 1867 4.0 mm thick glass panes 1868 flooring 1869 providing and fixing glass strips in joints of terrazo/ cement concrete floors. 1870 40 mm wide and 4 mm thick 1871 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) : 1872 25 mm thick. 1873 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. 1874 extra for pre finished nosing in treads of steps of kota stone/ sand stone slab. 1875 extra for kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. 1876 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. 1877 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. 1878 size of tile 600x600 mm 1879 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. 1880 size of tile 400x400 mm 1881 roofing 1882 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. 1883 with common burnt clay f.p.s. (non modular) brick tilesof class designation 10 1884 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. 1885 finishing 1886 12 mm cement plaster of mix 1887 1:6 (1 cement: 6 coarse sand) 1888 15 mm cement plaster on rough side of single or half brick wall of mix: 1889 1:6 (1 cement: 6 coarse sand) 1890 white washing with lime to give an even shade : 1891 new work (three or more coats) 1892 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 1893 new work (two or more coats) over and including water thinnable priming coat with cement primer 1894 finishing walls with premium acrylic smooth exterior paint withsilicone additives of required shade: 1895 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) 1896 applying priming coat: 1897 with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) 1898 with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 1899 painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 1900 two or more coats on new work 1901 water proofing 1902 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). 1903 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. 1904 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. 1905 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. 1906 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. 1907 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 : 1908 the 1909 providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of w.c., kitchen and the like consisting of: 1910 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. 1911 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. 1912 iiird course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. 1913 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). 1914 non shedule items 1915 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. 1916 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. 1917 earth work 1918 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. 1919 all kinds of soil. 1920 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 : 1921 all kinds of soil 1922 pipes, cables etc, not exceeding 80 mm dia. 1923 pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 1924 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. 1925 roofing 1926 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. 1927 110 mm diameter 1928 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. 1929 coupler 1930 110 mm 1931 bend 87.5° 1932 110 mm bend 1933 shoe (plain) 1934 110 mm shoe 1935 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. 1936 110 mm 1937 providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 1938 sanitary installations 1939 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: 1940 white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests 1941 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. 1942 w.c. pan with isi marked white solid plastic seat and lid 1943 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: 1944 white vitreous china flat back wash basin size 550x 400 mm with single 15 mm c.p. brass pillar tap 1945 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 : 1946 kitchen sink with drain board 1947 510x1040 mm bowl depth 250 mm 1948 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. 1949 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. 1950 providing and fixing toilet paper holder : 1951 vitreous china 1952 providing and fixing soil, waste and vent pipes : 1953 100 mm dia. 1954 centrifugally cast (spun) iron socket & spigot (s&s) pipe as per is: 3989 1955 75mm diameter 1956 centrifugally cast (spun) iron socketed pipe as per is: 3989 1957 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. : 1958 for 100 mm dia. pipe 1959 for 75 mm dia. pipe 1960 providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 1961 100 mm 1962 sand cast iron s&s as per is 3989 1963 75 mm 1964 sand cast iron s&s as per is 3989 1965 providing and fixing plain bend of required degree. 1966 100 mm 1967 sand cast iron s&s as per is : 3989 1968 75 mm 1969 sand cast iron s&s as per is 3989 1970 providing and fixing heel rest sanitary bend 1971 100 mmdia 1972 sand cast iron s&s as per is 3989 1973 75 mm dia 1974 sand cast iron s&s as per is 3989 1975 providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3mm thick,bolts and nuts complete. 1976 100x100x100mm 1977 sand cast iron s&s as per is 3989 1978 75x75x75mm 1979 sand cast iron s&s as per is 3989 1980 providing and fixing single equal plain junction of required degree 1981 100x100x100mm 1982 sand cast iron s&s as per is 3989 1983 75x75x75mm 1984 sand cast iron s&s as per is 3989 1985 providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete : 1986 100 mm 1987 sand cast iron s&s as per is 3989 1988 75 mm 1989 sand cast iron s&s as per is 3989 1990 providing and fixing terminal guard : 1991 100 mm 1992 sand cast iron s&s as per is 3989 1993 75 mm 1994 sand cast iron s&s as per is 3989 1995 providing and fixing collar : 1996 100 mm 1997 sand cast iron s&s as per is 3989 1998 75 mm 1999 sand cast iron s&s as per is 3989 2000 providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : 2001 100 mm 2002 75 mm 2003 providing and fixing m.s. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 2004 100 mm 2005 75 mm 2006 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 : 2007 100 mm inlet and 100 mm outlet 2008 sand cast iron s&s as per is: 1729 2009 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) : 2010 100 mm dia 2011 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 : 2012 100 mm diameter pipe 2013 75 mm diameter pipe 2014 providing and fixing ptmt waste coupling for wash basin and sink, of approved quality and colour. 2015 waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms 2016 providing and fixing ptmt bottle trap for wash basin and sink. 2017 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 2018 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. 2019 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. 2020 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. 2021 providing and fixing g.i. pipes complete with g.i. fittings including trenching & refilling. 2022 external work 2023 32mmdia nominal bore 2024 40mmdia nominal bore 2025 50mmdia nominal bore 2026 water supply 2027 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. 2028 internal work exposed on wall 2029 25 mm nominal outer dia pipes metre 2030 32 mm nominal outer dia pipes metre 2031 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. 2032 concealed work, including cutting chases and making good the walls etc. 2033 15 mm nominal outer dia pipes 2034 20 mm nominal outer dia pipes 2035 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 : 2036 25 to 40 mm nominal bore 2037 providing and fixing brass stop cock of approved quality : 2038 15 mm nominal bore 2039 20 mm nominal bore 2040 providing and fixing gun metal gate valve with c.i. wheel of approved quality (screwed end) : 2041 25mm nominal bore 2042 32mm nominal bore 2043 40mm nominal bore 2044 providing and fixing ball valve (brass) of approved quality, high or low pressure, with plastic floats complete : 2045 25 mm nominal bore 2046 providing and fixing brass ferrule with c.i. mouth cover including boring and tapping the main : 2047 25 mm nominal bore 2048 providing and fixing uplasticised pvc connection pipe with brass unions : 2049 45 cm length 2050 15 mm nominal bore 2051 providing and fixing c.p. brass shower rose with 15 or 20 mm inlet : 2052 100 mm diameter 2053 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. 2054 rectangular tank 2055 providing and fixing c.p. brass bib cock of approved quality conforming to is:8931 : 2056 15 mm nominal bore 2057 providing and fixing c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. 2058 15 mm nominal bore 2059 providing and fixing c.p. brass stop cock (concealed) of standard design and of approved make conforming to is:8931. 2060 15 mm nominal bore. 2061 providing and fixing c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is:8931 2062 15 mm nominal bore 2063 providing and fixing ptmt grating of approved quality and colour. 2064 circular type. 2065 100 mm nominal dia. 2066 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. 2067 sewarage & drainage 2068 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 : 2069 100 mm diameter 2070 150 mm diameter 2071 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 : 2072 100 mm diameter s.w. pipe 2073 150 mm diameter s.w. pipe 2074 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: 2075 150 x 100 mm size p type 2076 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 2077 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 : 2078 150 mm dia rcc pipe 2079 subhead i wiring 2080 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. 2081 group c 2082 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. 2083 supplying and fixing following size/ modules, gi box alongwith modular base & cover plate for modular switches in recess etc. as required. 2084 4 module (125 mmx75 mm) 2085 supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 2086 15/16 a switch 2087 3 pin 5/6 a socket outlet 2088 telephone socket outlet 2089 tv antenna socket outlet 2090 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. 2091 2 x 2.5 sq.mm + 1 x 2.5 sq.mm earth wire 2092 2 x 10 sq. mm + 1 x 6 sq. mm earth wire 2093 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. 2094 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. 2095 25 mm 2096 supplying and fixing following size/ modules, gi box alongwith modular base & cover plate for modular switches in recess etc. as required. 2097 1 or 2 module (75 mmx75 mm) 2098 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. 2099 2 pair 2100 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. 2101 20 mm 2102 25 mm 2103 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. 2104 10 pair telephone tag blockwith box 2105 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 2106 10 pair cable unarmoured 2107 subhead ii supply & installation of fittings 2108 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. 2109 mounting rail for tled lamps 1600 lumens (tmc 501 p 1xt led with essential led 18w tube) 2110 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) 2111 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. 2112 cirrus mini pro 15 / 20 watt & 1100 /1600 lumens (philips sm200c led11s 6500 psu od wh) 2113 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. 2114 endural led bulkhead, 10 w, 600 lumen such as (philips wt202w led6s cw psu s2 pc) 2115 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) 2116 300 mm 4 pole 2117 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) 2118 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. 2119 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. 2120 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. 2121 installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 2122 upto 450 mm sweep 2123 extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. 2124 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. 2125 supplying and fixing call bell/ buzzer suitable for single phase, 230 v, complete as required. 2126 subhead iii distribution board 2127 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. 2128 meter board 2129 incoming : 2130 40a tp mccb having breaking capacity 25 ka 1 no. 2131 outgoing : 2132 space for single phase energy meter 4 nos. 2133 25 amp dp mcb 4 nos. 2134 supplying, installing, testing & commissioning of single phase electronic energy meter, tested as per electricity boards requirement. 2135 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) 2136 12 way, spn 2137 supplying and fixing following rating, double pole, 240 v, isolator in the existing mcb db complete with connections, testing and commissioning etc. as required. 2138 40 amps 2139 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. 2140 25 amps 2141 supplying of xlpe insulated, pvc sheathed 1.1 kv grade aluminium conductor heavy duty armoured cable as per is : 7098 of size : 2142 4 x 16 sq.mm. 2143 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 2144 100 mm dia 2145 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. 2146 single pole 2147 subhead iv earthing 2148 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. 2149 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. 2150 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 2151 subhead v lightning conductor 2152 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. 2153 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. 2154 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) 2155 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) 2156 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. 2157 laying copper/ g.i. tape 32 mm x 6 mm from earth electrodedirectly in ground as required 2158 levelling 2159 0.75 boys dormitory 2160 0.25 girls dormitory 2161 guest house 2162 type 3(g+2) 2163 type 3(g+1) 2164 type 4(g) 2165 type 2(g+2) 2166 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. 2167 all kinds of soil 2168 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. 2169 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. all work upto plinth level. 2170 1:5:10 (1 cement : 5 coarse sand (zone iii): 10 graded stone aggregate 40 mm nominal size). 2171 c/s for mass concrete 2172 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. 2173 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). 2174 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. 2175 all kinds of soil 2176 pipes, cables etc, not exceeding 80 mm dia. 2177 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 2178 external work 2179 25 mm dia nominal bore 2180 for vertical 2181 type 2(g+2) (3x3+5) = 14 meter 2182 type 3(g+2) (3x3+5) = 14 meter 2183 type 3(g+1) (3x2+5) = 11 meter 2184 type iv (3+5) = 8 meter 2185 type guest house (3+5) = 8 meter 2186 32 mm dia nominal bore for horizontal surface 2187 for vertical 2188 boys dormitory (3x3+5)=14 meter 2189 girls dormitory (3x2+5)=11 meter 2190 providing and fixing gun metal non return valve of approved quality (screwed end) : 2191 32 mm nominal bore 2192 horizontal 2193 construction of masonary chamber60x60x75 inside in brickwork cement mortar 1.6 2194 with common burnt clay f.p.s.(non modular) bricks of class designation 7.5 2195 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) : 2196 50 mm dia 2197 providing and fixing gun metal gate valve with c.i. wheel of approved quality (screwed end) : 2198 25 mm nominal bore 2199 32 mm nominal bore 2200 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) 2201 providing and fixing g.i. union in gi pipe including cutting and threading the pipe and making long screws etc. complete(new work) 2202 25 mm nominal bore 2203 32 mm nominal bore 2204 40 mm nominal bore 2205 providing and fixing in position pre cast r.c.c. manhole cover and frame of required shape and approved quality 2206 ld 2.5 2207 rectangular shape 600*450 mm internal dimensions 2208 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. 2209 all kinds of soil.0.00 1.50m 2210 extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 2211 all kinds of soil 2212 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. 2213 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level : 2214 1:5:10 (1 cement : 5 coarse sand (zone iii): 10 graded stone aggregate 40 mm nominal size). 2215 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: 2216 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 2217 centering and shuttering including strutting, propping etc. and removal of form for: 2218 foundations, footings, bases of columns, etc. for mass concrete. 2219 walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 2220 suspended floors, roofs, landings, balconies and access platform. 2221 lintels, beams, plinth beams, girders, bressumers and cantilevers. 2222 edges of slabs and breaks in floors and walls. 2223 under 20 cm wide 2224 reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete. 2225 thermo mechanically treated bars. 2226 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 2227 40 mm thick with 20 mm nominal size stone aggregate 2228 6 mm cement plaster of mix : 2229 1:3 (1 cement : 3 fine sand) 2230 providing and fixing in position pre cast r.c.c. manhole cover and frame of required shape and approved quality 2231 square shape 450 mm internal dimension 2232 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. 2233 providing and fixing soil, waste and vent pipes 2234 100 mm dia. 2235 centrifugally cast (spun) iron socketed pipe as per is: 3989. 2236 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. 2237 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 2238 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. 2239 all kinds of soil.0.00 1.50m 2240 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. 2241 all kinds of soil.1.50 3.00m 2242 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. 2243 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level : 2244 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). 2245 providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement all work up to plinth level : 2246 1:1.5:3 (1 cement : 1.5 coarse sand (zone iii): 3 graded stone aggregate 20 mm nominal size) 2247 centering and shuttering including strutting, propping etc. and removal of form for: 2248 foundations, footings, bases of columns, etc. for mass concrete. 2249 walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 2250 suspended floors, roofs, landings, balconies and access platform. 2251 lintels, beams, plinth beams, girders, bressumers and cantilevers. 2252 edges of slabs and breaks in floors and walls. 2253 under 20 cm wide 2254 reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete. 2255 thermo mechanically treated bars. 2256 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 2257 40 mm thick with 20 mm nominal size stone aggregate 2258 6 mm cement plaster of mix : 2259 1:3 (1 cement : 3 fine sand) 2260 providing and fixing in position pre cast r.c.c. manhole cover and frame of required shape and approved quality 2261 m d 10 2262 square shape 450 mm internal dimension 2263 providing and fixing soil, waste and vent pipes 2264 100 mm dia. 2265 centrifugally cast (spun) iron socketed pipe as per is: 3989. 2266 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. 2267 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 2268 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. 2269 all kinds of soil 2270 pipes cables etc. exceeding 80 mm dia. but not exceeding 300mm dia. 2271 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 : 2272 150 mm dia. r.c.c. pipe 2273 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level : 2274 1:5:10 (1 cement : 5 coarse sand (zone iii): 10 graded stone aggregate 40 mm nominal size). 2275 centering and shuttering including strutting, propping etc. and removal of form for : 2276 foundations, footings, bases of columns, etc. for mass concrete. 2277 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 2278 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) 2279 with common burnt clay f.p.s.(non modular) bricks of classic designation 7.5 2280 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) 2281 with common burnt clay f.p.s.(non modular) bricks of classic designation 7.5 2282 extra for depth for manholes: 2283 size 90 x 80 cm 2284 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 2285 size 120 x 90 cm 2286 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 2287 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 2288 180 x 150 mm. size p type 2289 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 2290 providing m.s. foot restsorange colour safety footrest 2291 with 20x20 mm square bar 2292 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. 2293 all kinds of soil. 2294 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) 2295 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level : 2296 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 2297 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). 2298 brick work with f.p.s. bricks of class designation 75 in foundation and plinth in: 2299 cement mortar 1:6 (1 cement : 6 coarse sand) 2300 12 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 2301 1:4 (1 cement: 4 fine sand) 2302 sub feeder panel 2303 incoming 2304 mccb 200a 35ka tpn 2305 indication light 2306 bus bar feeders 2307 200amp alu.bus bar tpn 2308 out going 2309 g/d phase b mccb 125a 35ka tpn 2310 b/d phase b mccb 125a 35ka tpn 2311 type 3 (g+1) mccb 63a 35ka tpn 2312 type 5 mccb 32a 35ka tpn 2313 guest house mccb 32a 35ka tpn 2314 type 3 (g+2) mccb 63a 35ka tpn 2315 type 2 (g+2) mccb 63a 35ka tpn 2316 spare 2317 emergency section 2318 incoming 2319 mcb 125a 63ka tpn 2320 out going 2321 b/d phase b mcb 63a 35ka dp 2322 g/d phase b mcb 63a 35ka dp 2323 type 3 (g+1) mcb 32a 35ka dp 2324 type 5 mcb 32a 35ka dp 2325 guest house mcb 32a 35ka dp 2326 type 3 (g+2) mccb 32a 35ka dp 2327 type 2 (g+1) mccb 32a 35ka dp 2328 type 2 (g) mccb 32a 35ka dp 2329 spare 2330 enclosure 2331 panel body fabricated in 14/16 swg crca sheet , powder coa ted in siemence grey colour complete in all respects universal gland plates. 2332 boys/girls dormitory panel 2333 incoming 2334 100amp mccb tp 35 ka 2335 indication light r,y,b 2336 bus bar feeders 2337 150amp aluminum bus bar tpn 2338 out going 2339 63amp mcb tpn 10ka 2340 63amp mcb tpn 10ka (spare) 2341 emergency section 2342 incoming 2343 63amp mcb dp 10ka 2344 out going 2345 25amp mcb dp 10ka 2346 32amp mcb dp 10ka 2347 enclosure 2348 1050*1450*150 (17 sft) 2349 panel body fabricated in 14/16 swg crca sheet , powder coa ted in siemence grey colour complete in all respects universal gland plates. 2350 vice principal house panel 2351 incoming 2352 63amp mcb tpn 10ka 2353 indication light r,y,b 2354 bus bar feeders 2355 100amp aluminum bus bar tpn 2356 out going 2357 16 32amp mcb 12sp 10ka 2358 32amp mcb dp 10ka 2359 space for 3 phase meter 2360 emergency section 2361 incoming 2362 32amp mcb dp 10ka 2363 16amp mcb dp 10ka 2364 16amp mcb sp 2365 enclosure 2366 650*500*150 (4sft) 2367 panel body fabricated in 14/16 swg crca sheet , powder coa ted in siemence grey colour complete in all respects universal gland plates. 2368 meter panel (type4/type 2 /type3 /guest house) 2369 incoming 2370 mcb 32a 10 ka tpn 2371 indication light r,y,b 2372 bus bar feeders 2373 100amp alu.bus bar tpn 2374 out going 2375 single phase energy meter 2376 mcb 25a dp 2377 emergency section 2378 incoming 2379 mccb 32a dp 2380 out going 2381 16a dp 2382 enclosure 2383 panel body fabricated in 14/16 swg crca sheet , powder coa ted in siemence grey colour complete in all respects universal gland plates. 2384 supply installation, testing and commissioning of external post top lantern with following and complete as required. 2385 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 2386 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. 2387 led type 50 watt (street light) light fittings of all types with allaccessories. 2388 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 2389 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. 2390 lt cables 2391 supply of following size of 1.1 kv grade multicore aluminium cunductor pvc sheathed armoured cable as per is 1554. 2392 4 core 25 sqmm 2393 4 core 16 sqmm 2394 3.5 core 240 sqmm 2395 3.5 core 95 sqmm 2396 2 core 50 sqmm 2397 2 core 16 sqmm 2398 2 core 10 sqmm 2399 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. 2400 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) 2401 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) 2402 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) 2403 providing and fixing 25mm x 5 mm g.i. strips on surface or in recess for connections etc. as required 2404 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) 2405 lt cables laying 2406 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. 2407 upto 35 sq. mm 2408 above 35 sq. mm and upto 95 sq. mm 2409 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. 2410 63 mm dia (od 63 mm & id 51 mm nominal) 2411 120 mm dia (od 120 mm & id 103 mm nominal) 2412 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 2413 4 core 25 sqmm 2414 4 core 16 sqmm 2415 3.5 core 240 sqmm 2416 3.5 core 95 sqmm 2417 2 core 50 sqmm 2418 2 core 16 sqmm 2419 2 core 10 sqmm 2420 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 : 2421 ordinary rock 2422 pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 2423 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 : 2424 150 mm dia. r.c.c. pipe ...

East Central Railway - Bihar

42726041 auction sale of scrap rubber consisting of water delivery pipe, oxygen/acetelene air hose pipe, tyre and tube,fp/bp pipe and flexible hsd/lube oil pipe with ferrous attachment, rubber washer and various types of rubber scrap released from all departments of sorts and sizes condemned damaged etc, dms 98 lot no. 70982402098, location lying in nsd in two stacks (a) about 25 mtr. west from 2nd gate under bargad tree. (b) just north of new constructed building in old area,...

Eastern Railways - Bihar

41586461 procurement of c.p. rubber washer etc., c.p. rubber washer to rdsos drg no. wd 85079 s / 2, item no 4, alt no 27. [ warranty period: 30 months after the date of delivery ] ...

Eastern Railways - Bihar

40849391 supply of sealing ring for axle boxsealing ring for axle box,rubber packing for axle box guide to drawing no. t 01 632/a alt d specifications : rdso document: c k214 rev 1 [ warranty period: 30 months after the date of delivery ] , lower rubber washer for axle box guide arrgt to drg. no. emu/m 0 1 008/1, alt s/6 [ warranty period: 30 months after the date of delivery ] , sealing ring for axle box to drgno. emu/m 0 2 012 item 1 alt c drg no emu/m 0 2 012 alt c specifications no emu/m 0 2 012 alt c [ warranty period: 30 months after the date of delivery ]...

Eastern Railways - Bihar

39737802 supply of sealing ring for axle box, rubber packing for axle box guide to drawing no. t 01 632 / a alt d specifications : rdso document: c k214 rev 1 [ warranty period: 30 months after the date of delivery ] , lower rubber washer for axle box guide arrgt to drg. no. emu / m 0 1 008 / 1, alt s / 6 [ warranty period: 30 months after the date of delivery ] , sealing ring for axle box to drgno. emu / m 0 2 012 item 1 alt c drg no emu / m 0 2 012 alt c specifications no emu / m 0 2 012 alt c [ warranty period: 30 months after the date of delivery ] ...

Eastern Railways - Bihar

38836277 supply of sealing ring for axle box, rubber packing for axle box guide to drawing no. t 01 632 / a alt d specifications : rdso document: c k214 rev 1 [ warranty period: 30 months after the date of delivery ] , lower rubber washer for axle box guide arrgt to drg. no. emu / m 0 1 008 / 1, alt s / 6 [ warranty period: 30 months after the date of delivery ] , sealing ring for axle box to drgno. emu / m 0 2 012 item 1 alt c drg no emu / m 0 2 012 alt c specifications no emu / m 0 2 012 alt c [ warranty period: 30 months after the date of delivery ] ...

Eastern Railways - Bihar

38136348 supply of sealing ring for axle box, rubber packing for axle box guide to drawing no. t 01 632 / a alt d specifications : rdso document: c k214 rev 1 [ warranty period: 30 months after the date of delivery ] , lower rubber washer for axle box guide arrgt to drg. no. emu / m 0 1 008 / 1, alt s / 6 [ warranty period: 30 months after the date of delivery ] , sealing ring for axle box to drgno. emu / m 0 2 012 item 1 alt c drg no emu / m 0 2 012 alt c specifications no emu / m 0 2 012 alt c [ warranty period: 30 months after the date of delivery ] ...

Reserve Bank Of India - Bihar

38054968 acp work providing and fixing of 3 to 4mm thick, acp sheet of exterior grade ( aluminum composite panel ) of approved make & shade and fixed with framing of ms pipes ( 1 x1 , 1.5mm thick @ 600mm x 600mm horizontal and 1200mm c / c vertical ms pipe of 2 x2 2mm thick weather / silicon sealant with the help of neoprene rubber washer, g.i. screws, rivet, etc.; cuttings to size and shape & design, wherever as per site requirement . please refer sl.no.1 of tender part ii of price bid for full description. 2 2 dismantling work dismantling of existing barbed wire and re fixing the same. please refer sl.no.2 of tender part ii of price bid for full description...

Eastern Railways - Bihar

37728007 procurement of c.p. rubber washer etc., c.p. rubber washer to rdsos drg no. wd 85079 s / 2, item no 4, alt no 26. [ warranty period: 30 months after the date of delivery ] ...

Ministry Of Power - Bihar

37377629 bids are invited for spares of fire extinguishers firefighting landing valve item_10_m4760016006_100221107 cage item_20_m6813246014_100221107 safety clip item_30_m6813176124_100221107 d.p is 2171 10kg inner container item_40_m6813200068_100221107 inner container for dcp exting 05kg item_50_m6813076099_100221107 co2 is 2878 on / off valve item_60_m6813090046_100221107 carrying handles suitable for co2 exting item_70_m6813130023_100221107 disch tube of co2 ext 6.8 kg bis. 2878 item_80_m6813140045_100221107 discharge hose 02 mtr long is 2878 / 86. item_90_m6813190044_100221107 discharge tube dcp.ext.cap. 5kg is 4947 item_100_m6813246007_100221107 discharge tube with squeez grip nozzel f item_110_m6813036012_100221107 discharge connecter tube with washer for item_120_m6813140044_100221107 co2 gas cartridge, 60gm is 4947 2006. item_130_m6808056005_100221107 fmb 5x, with pickup tube 63 mm item_140_m6808056004_100221107 fmb 10x, with pickup tube 63 mm item_150_m6813046002_100221107 mech.foam is 13386 50l cap assembly item_160_m6813200056_100221107 rubber washer for cap assembly bis 2171. item_170_m6813190041n_100221107 rubber washers for discharge tube 5kg item_10_m6806020100_100221963 vv landing type a, 75mm, 63mm, is 5290 item_20_m6806021000_100221963 landing v / v hand wheel ( c.i. ) item_30_m6806021009_100221963 landing v / v spindle ( ss ) item_40_m6806021010_100221963 landing v / v rubber washer v / v seat item_50_m6806021006_100221963 landing v / v female outlet ( ss 304 ) item_60_m6806021007_100221963 landing v / v outlet washer ( rubber ) item_70_m6806021002_100221963 landing v / v gland bush ( ss 304 ) item_80_m6806021001_100221963 landing v / v check nut ( ss 304 ) item_90_m6806021004_100221963 landing v / v valve seat ( ss ) item_100_m6806021008_100221963 landing v / v bonnet ( ss 304 ) item_110_m6806256042_100221963 swivelling type water monitor for fire...

Eastern Railways - Bihar

36711345 supply of c.p. rubber washer to rdsos drg no. wd 85079 s / 2, item no 4, alt no 26 [ warranty period: 30 months after the date of delivery ] ...

East Central Railway - Bihar

35453024 supply of overhauling kit for 3 phase self priming monoblock pump consisting of following 6 items; ( 1 ) mechnical seal ( 16mm ) with circlip, pt. no. kmw 10 01 no. ( 2 ) drain plug 3 / 8%u201d bsp with rubber washer, pt. no. kmw 14 01 no. ( 3 ) gasket for deliveryflange, pt. no. kmw 09 04 nos. ( 4 ) rubber %u2018o%u2019 ring ( 68mm ) , pt. no. kmw 22 01 no. ( 5 ) %u2018o%u2019 ring for shaft 16mm, pt. no. kmw 21 02 nos. ( 6 ) non return valve set, pt. no. kmw 04 01 no, make m / s. kalsi.overhauling kit for 3 phase self priming monoblock pump consisting of following 6 items; ( 1 ) mechnical seal ( 16mm ) with circlip, pt. no. kmw 10 01 no. ( 2 ) drain plug 3 / 8%u201d bsp with rubber washer, pt. no. kmw 14 01 no. ( 3 ) gasket for deliveryflange, pt. no. kmw 09 04 nos. ( 4 ) rubber %u2018o%u2019 ring ( 68mm ) , pt. no. kmw 22 01 no. ( 5 ) %u2018o%u2019 ring for shaft 16mm, pt. no. kmw 21 02 nos. ( 6 ) non return valve set, pt. no. kmw 04 01 no, make m / s. kalsi., overhauling kit for 3 phase self priming monoblock pump consisting of following 6 items; ( 1 ) mechnical seal ( 16mm ) with circlip, pt. no. kmw 10 01 no. ( 2 ) drain plug 3 / 8%u201d bsp with rubber washer, pt. no. kmw 14 01 no. ( 3 ) gasket for deliveryflange, pt. no. kmw 09 04 nos. ( 4 ) rubber %u2018o%u2019 ring ( 68mm ) , pt. no. kmw 22 01 no. ( 5 ) %u2018o%u2019 ring for shaft 16mm, pt. no. kmw 21 02 nos. ( 6 ) non return valve set, pt. no. kmw 04 01 no, make m / s. kalsi. [ warranty period: 30 months after the date of delivery ] ...

Reserve Bank Of India - Bihar

33647724 flooring work providing & fixing in staircase landing / steps / riser jambs, sill, inlays, borders, tread, floor of staircase, etc. 17mm to 18 / 15mm to17 mm thick ( thickness will be considered keeping in view basic prices ) one side mirror polished granite slab / marble stone of approved colour, in proper line & level and at required slope with minimum 20 mm thick 1: 4 cement mortar ( 1 cement: 4 medium coarse sand ) and filling the joints with white cement by adding required pigment so as to match with the shade of the granite / marble . please refer sl.no.1 of tender part ii of price bid for full description 2 2 construction pergola the pergola for staircase area at ground floor shall be made of ms structure by using ms 100 x 50x3mm pipe, angle, ms plates, by using arc or gas welding etc., fabrication mild steel work for built up section, fixed framing, foundation plate 20mmthick & top plate if needed by using miscellaneous ms section like angle, tee, channel, flat, plate, square / round bars, square & circular pipe, etc., welded properly with electric arc welding including providing and fixing approved quality nut bolts / plates, etc. as per requirement, drilling holes in ms section, painting with two or more coats of first quality synthetic enamel paint of approved make and shade over exposed surface and a coat of metal primer ( zinc chromate ) to all surfaces, etc. all complete as directed. please refer sl.no.2 of tender part ii of price bid for full description 3 3 concrete works providing and laying in position plain cement concrete with nominal mix 1:1.5 :3 ( 1 cement :2 coarse sand :3 hard stone aggregate 20 mm and down grade ) for any kind of work including cost of material, labour, shuttering, formwork curing, etc. all complete as directed by bank?s engineer. please refer sl.no.3 of tender part ii of price bid for full descriptionn 4 4 glazing works design supply & installation of fixed glazing panels with fittings of ss 304 grade steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with ss 304 grade stainless steel wherever needed. the glass panel assembly shall be connected to slab / beams by means of ss 304 grade stainless steel brackets & anchor bolts and non staining weather sealants of approved make, teflon / nylon bushes and separators to prevent bi metallic contacts, all complete. the joints between glass panels ( 6 to 8 mm ) and gaps at the perimeter and any assembly to be filled with non staining weather sealant, to make the entire system fully waterproof . please refer sl.no.4 of tender part ii of price bid for full descriptionn 5 5 glazing works staircase ss glass railing :providing and fixing stainless steel ( grade 304 ) glass railing approx. height 1050 mm made of hollow tubes hand rail 50mm dia ss pipe 1.5mm thick, vertical baluster 50mm dia ss pipe 1.5mm thick channels, 50 mm plates fixed with 6mm anchor etc., including welding, grinding, buffing, polishing and making curvature ( wherever required ) and fitting the same with necessary stainless steel nuts and bolts complete . please refer sl.no.5 of tender part ii of price bid for full descriptionn 6 6 terra block providing and fixing terra block ( 220x220x63mm at floor to cladding lvl. as / view petal model 2.6kg p / pcsof required shape and size the rate shall include all labour, t&p, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, buffer plates, fastener, anchors, etc. complete in all respect and as per guidance of banks engineers. please refer sl.no.6 of tender part ii of price bid for full descriptionn 7 7 cement board cement fiber board at partition glow fcb 8mm thick 150mm x 3000mm in size 5kgp / pcs of required shape and size the rate shall include all labour, t&p, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, buffer plates, fastener, anchors, etc. complete in all respect and as per guidance of banks engineers.please refer sl.no.7 of tender part ii of price bid for full descriptionn 8 8 louverspanel glow louverspanel glow fcb 16mm thick 150mm x 3000mm in size 10.7kg / pcs of required shape and size the rate shall include all labour, t&p, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, buffer plates, fastener, anchors, etc. complete in all respect and as per guidance of banks engineers. please refer sl.no.8 of tender part ii of price bid for full descriptionn 9 9 glazing works providing and fixing dgu double glazed hermetically sealed glazing in aluminium partition etc. with 6 mm thick clear float glass both sides, having 12 mm air gap, including providing epdm gasket, perforated aluminium spacers, desiccants, sealant ( both primary and secondary sealant ) etc. as per specifications, drawings and direction of engineer in charge complete. please refer sl.no.9 of tender part ii of price bid for full descriptionn 10 10 glazing works providing and fixing of 3 mm thick, color acp sheet on two sides ( internal& external ) of exterior grade ( aluminum composite panel ) of approved make ( alstone / aludecore, etc. ) approx. 3 to 3.5 feet height of landing area & shade and fixed with framing of aluminium section pipes ( 2??x2?? @ 450mm x 450mm horizontal & vertical distance ) / channels neoprene rubber washer, welding, g.i. screws, etc. cuttings to size and shape & design, wherever as per site requirement etc. all to be completed as directed by bank?s engineer. please refer sl.no.10 of tender part ii of price bid for full descriptionn 11 11 grass panelling artificial grass paneling at wall as / view the rate shall include all labour, t&p, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, buffer plates, fastener, anchors, etc. complete in all respect and as per guidance of banks engineers. please refer sl.no.11 of tender part ii of price bid for full descriptionn...

Eastern Railways - Bihar

32741739 supply of c.p rubber washerc.p rubber washer,c.p. rubber washer to rdsos drg no. wd 85079 s/2, item no 4, alt no 26...

East Central Railway - Bihar

32380372 auction sale of scrap rubber consisting of water delivery pipe, oxygene / acetelene air hose pipe, tyre and tube, fp / bp pipe and flexible hsd / lube oil pipe with ferrous attachments, rubber washer and other varios types of rubber scrap releasd from all departments of sorts and sizes condemned damaged etc. dms / 98 lot no. 70982205017. location lying in nsd about 25 mtr west from 2nd gate under bargad tree...

Eastern Railways - Bihar

31487838 supply of c.p rubber washerc.p rubber washer,c.p. rubber washer to rdsos drg no. wd 85079 s/2, item no 4, alt no 26...

Reserve Bank Of India - Bihar

30719145 1 providing and fixing providing and fixing of 3 or 4mm thick, acp sheet of exterior grade ( aluminum composite panel ) of approved make ( alstone / aludecore, etc. ) & shade and fixed with framing of ms pipes ( 1??x1?? @ 450mm x 450mm horizontal & vertical distance ) / channels and 2?? x2?? ms pipe at every existing angle, etc. with the help of neoprene rubber washer, welding, g.i. screws, etc. cuttings to size and shape & design, wherever as per site requirement etc. all to be completed as directed by bank?s engineer. please refer sl.no.1 of tender part ii of price bid for full description 2 2 providing and fixing providing and fixing of 3 to 4 mm thick, acp sheet of exterior grade ( aluminum composite panel ) of approved make & shade to the existing frame with the help of neoprene rubber washer, g.i. screws, etc. cuttings to size and shape & design, wherever as per site requirement etc. all to be completed as directed by bank?s engineer. please refer sl.no.2 of tender part ii of price bid for full description 3 3 ramp construction ramp construction: constructing ramp ( of approx. area 7.5 to 7.8 sqm ) as per following manner. please refer sl.no.3 of tender part ii of price bid for full description...

Ministry Of Power - Bihar

29791102 bids are invited for 100203726: item 10: landing v/v: hand wheel (c. i. ) (q3) , item no 20 m6806021001: landing v/v: check nut (ss 304) (q3) , item no 30 m6806021002: landing v/v: gland bush (ss 304) (q3) , item no 40 m6806021003: landing v/v: gland nut (ss) (q3) , item no 50 m6806021004: landing v/v: valve seat (ss) (q3) , item no 60 m6806021006: landing v/v: female outlet(ss304) (q3) , item no 70 m6806021007: landing v/v:outlet washer(rubber) (q3) , item no 80 m6806021009:landing v/v: spindle (ss) (q3) , item no 90m6806021010: landing v/v: rubber washer v/v seat(q3) , item no 100 m6806021015: landing v/v: landingv/v: hex nut (hw) (q3) total quantity : 4750...

East Central Railway - Bihar

29636801 supply of upper rubber washerupper rubber washer,upper rubber washer for bogie bolster suspension to drg.no.wtac 3 0 5 302, alt. j/8, item no. 1 and specification no. irs: r 64 98, rev.2 of dec. 05 => limited...

Eastern Railways - Bihar

29033637 supply of procurement of lower rubber washer for phooltas..procurement of lower rubber washer for phooltas..,lower rubber washer for phooltas make tower car m iv, as per drawing no. emu/m 0 1 008...

Indian Oil Corporation Limited - Bihar

28295436 maintenance and servicing of fire fighting equipments and systems in bkpl , group a bkpl barauni pump station , checking , inspection , servicing and maintenance of fire fighting system , equipments hydrants , extinguishers of all type ( dcp/co2/clean agent ) , water monitor up to the mark as per oisd/isi standards to provide & best functioning of the equipments always in best healthy condition inclusive of periodically cleaning , checking /inspection/oiling/ greasing of assemblies such as coupling , nozzles , valves , hydrants , extinguishers , hose pipes , water monitor , compounds drums , nozzles foam bunch , hose boxes , sand buckets etc , updating the data & identification tags , recording the status of checking in history register etc . as directed by the engineers in charge with all labors , carriages , materials etc . complete inclusive of all taxes . ( inspection and servicing of the equipment/fire fighting facilities is to be done periodically as mentioned against each ) : , fire hydrants ( double headed ) on monthly basis , fire extinguishers of all types & capacities on monthly basis , hose boxes monthly basis , valves of fire line of all sizes including contractor supplied grease of suitable quality on monthly basis . , foam /water monitors on monthly basis/mefg , sand buckets with stands with all bucket on monthly basis , taking delivery and refilling the extinguishers of various sizes /capabilities including supply of dry chemical powder , co2 gas etc updating the data & identification tags , recording the status of checking in history register etc as per isi standard and replacing the same as directed by engineer in charge . ( the co2 cylinder may to be taken out and delivered back within 10 days after re filling /repairing . however fire extinguishers co2 are to be supplied /kept temporary in place of each fire extinguisher for which taking out for re filling /repairing is required ) . , dry chemical powder , 0 . 2 kg dcp cartridge , 2 kg co2 cylinder , 6 . 8 kg co2 cylinder , 2kg clean agent cylinder , supply and replacing the spares /assembles etc of the fire fighting equipments system for all sizes / capacities as per isi standard and approved make with all labours , materials , carriages , inclusive of all taxes etc . complete , supply and installation of clear pvc , spiral wound hose ( pick up tube ) of length 3 m length and dia 40 mm with ss jublee clamp for tightningsuitable for existing connectors of 750 gpm monitor , hydrants sheet washer/rubber including fitting at site . , hydrants coupling washer , rubber washer for extinguisher , co2 safety valves 155kgf/cm2 , co2 safety pins , isi marked discharge pipe with horn for 2kg , 3 . 2kg , 4 . 5kg co2extinguishers , isi marked discharge pipe with horn for 6 . 5 kg and 6 . 8kg co2 exitinguishers . , rubber gasket of dcp main cap , hose plunger set & nut . , hose spring & nut , dcp main cap ( gun metal ) cp , dcp plunger pin with spring , dcp plunger top , squeezing grip ( plastic ) nozzle , replacement of fire hose box glass ( front ) , dcp cylinder discharge pipe of sufficient length for 10 kg capacity fire extinguisher , dcp cylinder discharge pipe of sufficient length for 75 kg capacity fire extinguisher , supply and fitting of plastic blank cap ( as per is 5290 , red colourwith gi chain ) suitable for 63 mm hydrant outlet as per direction of eic , supply and painting with two coats synthetic enamel paint ( asian/burger ) fire paint including scrapping , cleaning , applying one coat of red oxide primer cost of all labours , materials , carriage , taxes , letter/number writing , identification marks etc . complete in all respect . , brush painting of fire hose boxes ( inside and out side ) including stand with two coat of paint including letter/number writing ( colour to be specified by eic ) , spray/brush painting of fire bucket stand with its buckets ( 4 6 bucket set ) including letter/number writing . , spray painiting of fire extinguishers of all sizes including letter/number writing . , spray/ brush painting of foam/water monitors/double hydrant valves along with its stand post including letter/number writing . , fire siren including letter / number writing . , others , ppe maintenance / up keeping / cleaning on monthly basis of various items like helmets , breathing apparatus , water jel blanket , asbestos blanket , hand gloves ( rubber / asbestos ) , first aid box , stretcher , resuscicator , safety belt , ear muffs , fire proximity suits , safety torch , safety goggles including the cost of labour , material etc . complete as per instruction of engineer in charge . , cleaning & stacking properly the foam containers , updating stock , date of expiry , date of manufacturing on board and in register , placing foam containers at the foam monitors and water hydrants . , taking hose pipe for hydrotesting and keeping it back in positionafter drying /rolling inclusive of all taxes . , air filling in cylinders of breathing apparatus inclusive of all cost with transportation . , hydraulic testing of co2 cylinders inclusive of all taxes ( 2 to 4 . 5 kg/cm2 ) , hydraulic testing of co2 cylinders inclusive of all taxes ( 6 . 8 kg/cm2 ) , hydraulic testing of dcp cylinders of all sizes inclusive of all taxes , hydraulic testing of breathing appratus set , supply & pasting of slips on the extinguishers showing how to use the extinguishers & date wise maintenance records of fire extingusher . the good quality of adehsive to be used on slips for sticking on the extinguishers inclusive of all taxes as per direction of engineer in charge . , supply and fixing of wind socks on the position including all labour , tolls and tackels as per direction of engineer in charge inclusive of all . , patch work welding on the firefighting/foam line in case of leakage including all manpower & materials with tools and tackels with materials required as per satisfaction of the engieer in charge upto 12x12 size inclusive of all . , first aid box with snake serum , fire bucket , safety helmet , lettering with black japan paint of approved brand and manufacture . ( note: unit ea shall mean per letter per cm height ) . , supply & fitting of transparent acrylic sheet thickness 3 mm of hose box inclusive of rubber beeding by fixing it with proper adhesive wherever required complete in all respect inclusive of material , labours , consumables etc . ( inclusive of rates for both glasses and rubber beading . , complete overhauling of hand operated siren including oiling , greasing , painting and testing as per direction of eic inclusive of all tools & tackles , transportation , man power etc , testing of afff as per bis:4989 from reputed institutes like girda or any other approved laboratory in all respect by providing cas , transportation , man power etc . , maintenance and calibration of multigas detector sensor ( lel , o2 , co , h2s ) the charges includes cost ofcalibrating canisters inspection , maintenence of the detectors and issuance of the calibration certificates the cost of sending lel meterto the party workshop ( in india ) will be in the scope of iocl but after calibraiton and completion of work thecost of transportation of lel meter to iocl installation shall be in thescope of vendor . rate are for calibration of all sensor , make: m/s respo products model: qrae ii , , make: bw ( honeywell ) model: gasalertmax x , fire water line , dismantling of gate valves of sizes up to 8 of fire hydrant line e etc from bonnet cleaning and lapping the gate and refixing it with new gasket ( iocl supplied ) alongwith all tools , tackles , material , manpower etc , removal and installation of of faulty gate valves/nrv/glove valve/strainer upto 8 inch size including transportation either from owners storage point to workshop or work sit...

Eastern Railways - Bihar

28094813 supply of procurement of c.p. rubber washerprocurement of c.p. rubber washer, c.p. rubber washer to rdsos drg no. wd 85079 s / 2, item no 4, alt no 24 ( twenty four ) or latest....

Eastern Railways - Bihar

27509977 supply of c.p. rubber washerc.p. rubber washer, c.p. rubber washer to rdsos drg no. wd 85079 s / 2, item no 4, alt no 26...

Eastern Railways - Bihar

26146161 supply of , c.p. rubber washer to rdsos drg no. wd 85079 s/2, item no 4, alt no 26....

Eastern Railways - Bihar

26106911 supply of , c.p. rubber washer to rdsos drg no. wd 85079 s/2, item no 4, alt no 26....

Reserve Bank Of India - Bihar

25560125 providing, fixing and fabrication mild steel work for built up section ( column & beam ) , fixed framing, foundation & top plate ( 20mmthick ) by using miscellaneous ms section like angle, tee, different type / size of channels, flat, plate, square / round bars, square & circular pipes, etc. of required thickness, welded properly with electric arc running welding including providing and fixing approved quality nut bolts / plates, etc. as per requirement.please refer sl.no.1 of tender part ii of price bid for full description excavation of pit of size 0.9m x 0.9m and providing & making base of foundation ( 0.75m ) with brickbat soling and concreting with suitable reinforcement. nut bolt and plate arrangement shall be provided for resting the column on the concrete platform. please refer sl.no.1a of tender part ii of price bid for full description providing and fixing 0.40 mm 0.5 mm thick, prepainted alu zinc alloy coated steel sheet of approved make or any other equivalent, design and colour for roofing including vertical / curved surface fixed neoprene rubber washer, g.i. screws, etc. complete ( up to any pitch in horizontal / vertical or curved surfaces ) excluding the cost of purlins, cuttings to size and shape wherever required etc. all complete as per drawings or as directed. please refer sl.no. 2 of tender part ii of price bid for full description providing and fixing of 4mm thick, acp sheet of exterior grade ( aluminium composite panel ) of approved make & shade and fixed with framing of ms pipes ( 1??x1?? @ 3? x 3? horizontal & vertical distance ) / channels etc. with the help of neoprene rubber washer, g.i. screws, etc. cuttings to size and shape & design, wherever as per site requirement etc. all to be completed as directed by bank?s engineer. please refer sl.no. 3 of tender part ii of price bid for full description providing and laying poddar or approved equivalent isi marked of approved size, shape & shade, interlocking cement concrete pavement tile...

Irrigation Department - Bihar

25229725 supply of materials new submersible motor , crompton greaves , rewinding of submersible motor , starter isi mark ,automatic starter with mccb , main switch , fuse wire , volt meter , ms nut bolt , ms bush , ms screw , ms washer , kit kat ,surge tank , panel board , flexible pvc pipe ,ms column pipe with socket , ms socket , ms flange , ms tee ,pvc tee , rubber washer ,sluice valve , ms bend pipe ,l bend ms pipe , bearing , tt plate , tt bush , over load coil magnet coil , bulb ,indicator bulb , ms danger plate , fiber plate , steel grip tape ,copper wire , pvc insulated copper wire , three coare flate cable , aluminum wire , aluminum insulated wire , pvc single core aluminum etc ...

National Thermal Power Corporation Limited - Bihar

24128345 spares for fire fighting system in ntpc barh , 63 mm ss fire hydrant landing valve , rubber washer for female coupling , hydrant valve complete ( external ) , bonnet for hydrant valve , matl:ss , nut for ci wheel , ms for hydrant valve , gland nut for ss fire hydrant valve , 63mm , rubber washer v/v seat 63mm fire hydrant , instantaneous female coupling ( outlet ) , swivelling type water monitor for fire , complete deluge valve assy along 100nb , inst . female coup . ass . comp . for hyd . v/v...

Nabinagar Power Generating Company Private Limited - Bihar

24005473 procurement of hydrant valves monitors and its spares for chp , 63 mm ss fire hydrant landing valve , hand wheel for fire hydrant valve , spindle with nut of hydrant valve , rubber washer v/v seat 63mm fire hydrant , instant female coupg assy of hydrant vlv , v/v rbr washer , 63 mm hydrant female coup , gland nut ss for 63mm hydrant v/v , check nut ( ss 304 ) for ss hydrant valve , rubber washer type a f/f eqpt hydrant , rubber gasket for cplng of hydrant valve , bonnet for ss fire hydrant valve , 63 mm , swivelling type water monitor for fire , lock pin assy for hydrant valve...

National Thermal Power Corporation Limited - Bihar

23195717 supply of fire hydrant valves and its spares for ntpc barauni 63 mm ss fire hydrant landing valve rubber washer v / v seat 63mm fire hydrant rubber washer for female coupling hand wheel for fire hydrant valve...

North Central Railway - Bihar

21966630 annual maintenance contract with m / s phooltas harsco rail solution pvt ltd, patna for 3 years 2018 21 1 plug 1 / 4 bspt 2 shifting fork assly 3 plate 4 bearing retainer 5 bearing retainer 6 retainer bearing 7 bearing retainer 8 retainer bearing 9 seal carrier output 10 seal carrier 11 retainer oil seal 12 seal carrier ( output ) 13 spacer seal 14 spacer seal 15 spacer seal 16 spacer 17 spacer 18 spacer 19 spacer 20 spacer 21 spacer 22 spacer 23 spacer 24 bearing carrier 25 bearing carrier 26 bearing carrier 27 bearing bush 28 end plate 29 dust cover 30 inspection cover 31 dust cover input 32 shaft ( for pinion ] 33 input shaft 34 shaft ( intermediate ) 35 shaft ( output ) 36 input flange 37 flange ( output ) drop box 38 dipstick 39 helical pinion ( input ) 40 helical gear 41 helical pinion ( high speed ) 42 helical gear, high speed 43 pinion ( for piston ) 44 bevel gear and pinion ( set ) 45 dowel d 12x45 46 pin dowel shim 0.2 th 47 lock washer 48 lock plate 49 hex head screw m 45 x 160 50 hex head bolt ( special ) 51 hex head bolt ( special ) m20x7ol 52 sleeve ( coupling ) 53 lock plate 54 spring disc 55 axle without ring gear56 torque arm 57 top housing 58 top housing 59 intermediate housing 60 bottom housing 61 top housing 62 inspection cover 63 inspection cover 64 boaring of housing ( ddgb ) top 65 boaring of housing ( adgb ) top 66 shifting fork 67 carrier, piston 68 rretainer, piston 69 piston 70 gasket 0.8 th. 71 gasket 72 gasket 0.8 th. 73 gasket 74 gasket 75 gasket 1.6th 76 gasket 0.8 th 77 gasket 0.8 th 78 gasket 1.6 th 79 gasket 1.6 th 80 gasket 1.6 th 81 gasket 1.6 th 82 gasket 0.8 th 83 gasket 0.8 th 84 shim 0.2 th 85 shim 0.2 th 86 shim 0.2 th 87 shim, brass 88 shim 0.5 th 89 shim 0.2 th 90 pipe assly. 91 bearing retainer 92 spacer 93 spacer 94 key 95 pump adapter shaft 96 transmission filter 97 cylindrical roller bearing 98 cylindrical roller bearing 99 tapper roller bearing 100 taper roller bearing 101 taper roller bearing 102 taper roller bearing 103 taper roller bearing 104 deep groove ball bearing 105 ball bearing 106 plain sperical becl geh 45 es 2rs 107 hex head bolt m 12x55l 108 hex head scerw m10 x 75 109 hex head screw m6 x 15 l 110 hex head screw m 24 x 240 111 hex head screw m 20 x 200 112 hex head bolt m 20 x 140 l 113 hex head bolt m10 x 120 l 114 hex head scerw 3 / 8 unc x 14 115 eye bolt m20 116 eye bolt m 20117 hex head screw m8 x 20l 118 hex head screw m12x30l 119 hex head screw m10 x25l 120 hex head screw m6x15l 121 hex head scerw m8x 151l 122 hex head screw m10 x 25l 123 hex head scerw m6x25l 124 hex head bolt m 12x40l 125 hex head screw m 10x45 126 hex head screw m 16x45 l 127 hex head screw m10 x 55 long 128 hex head screw m 20 x 70l 129 hex head screw m12x 25 130 spring washer b12 131 csk scerw m6x 15 132 grub screw 133 grub screw m6 x 6 134 grub screw m20 x 20 135 grub screw m12x 12 136 stud m 20x80 l 137 stud m 30 x 110 l 138 plain washer 7 / 16 139 spring washer 3 / 8 140 spring washer b8 141 spring washer b12 142 spring washer 616 143 spring washer b10 144 spring washer b6 145 spring washer b 24 146 spring washer b20 147 spring washer b6 148 spring washer b30 149 spring washer 7 / 16 150 hex nut m 10 151 hex nut m 24 152 hex nut ( ht ) m 12 153 hex nut m16 154 hex nut ( ht ) m 20 155 hex nut ( ht ) m 30 156 hex nut 7 / 16 14unc 157 castle nut 158 castle nut 159 split pin d 8x70 160 check nutm16 161 drain plug, magnetic 162 breather cum filter 163 nipple 1 / 8 npt 164 grease nipple 1.8 bspt 165 magnetic drain plug 1 / 4 bsp 166 breather 3 / 4 bsp 167 dipstick assembly 168 nipple 1 / 4 x 1 / 2 bsp 169 hex nut 1 / 2 bsp 170 strainer assly. oil 171 split pin d 8x75 172 steel ball d 0.25 173 oil seal 174 oil seal id 200 x od 230 x 12 175 oil seal id 100xod 120x12 176 oil seal 177 oil seal id15 x od25 x 5178 0 ring 179 0 ring id 54.1x5.8 cs 180 0 ring od 54x5.8 cs 181 0 ring, od 16x2 cs. 182 woolen thread 183 circlip, external a15 184 external circlip type a 185 circlip ( external a ) 55x2 186 circlip ( internal b ) 100x3 187 circlip, internal 188 dowel dia 12x40 189 dowel 011 x35l 190 dowel pin d 18.8x36 191 shim 192 slew tube 193 seal set for slew cyl. 194 circlip 195 piston haft i 196 seal 197 g m. bush 198 piston haft ii 199 rack 200 hex head screw 201 spring washer 202 bottom cover 203 pin lock plate 204 pin 205 main column cylinder 206 main column 207 hex screw 208 sp. washer 209 pin lock plate 210 pin 211 g.m. bush 212 hex screw 213 circlip 214 sp. washer 215 pin lock plate 216 pin 217 main boom 218 hex screw 219 sp. washer 220 pin 221 pin 222 main boom hyd. cylinder 223 hex screw 224 pivot 225 sp. washer 226 pin lock plate 227 pin 228 hex screw 229 sp. washer 230 pin lock plate 231 pin 232 thrust bearing 233 pinion & tube assly. 234 top collar bush 235 retainer for pinion 236 hex screw237 sp. washer 238 spacer seal output 239 spacer seal input 240 spacer seal output 241 shim 242 shim 243 main boom 244 hex screw 245 retainer washer 246 piston pin 247 hex screw 248 retainer washer 249 piston pin 250 hex screw 251 sp. washer 252 retainer plate 253 seal set for 3 rd extension cyl. 254 1st extension boom 255 seal set for 2 nd extension cyl. 256 split pin 257 lock pin 258 washer 259 hex screw 260 sp. washer 261 retainer plate 262 seal set for 1st extension cyl 263 seal set for boom cyl. 264 2nd. extension boom 265 3rd extension boom 266 hook 267 hex bolt 268 retainer lock plate 269 slotted nut 270 split pin 271 filter breather 272 1 / 2 x 1 / 2 str. fitting 273 pilot operated check valve 274 3 / 4 hose with ends 275 18 mm steel tubing with swivel ends 276 tee ( m ) 277 3 / 4 check valve 278 3 / 4 x 3 / 4 str. fitting 279 1 / 2 check valve 280 1 / 2 x 1 / 2 str. fitting 281 3 / 4 hose with ends 282 return filter assly 283 hyd. pump assly. 284 1 hose with ends 285 emergency hyd. pump driveassy. 286 1 / 2 hose with ends 287 hydex coupling 288 d.c motor 289 28 mm steel tubing with swivel ends 290 1 x m36 str. fitting 291 drain plug 292 3 / 4x3 / 4 str. fitting 293 1 hose with ends294 shut off valve 295 hyd. tank 296 filter element 297 level indicator 298 1 / 2 hose with ends 299 3 / 4x3 / 4 str. fitting 300 3 / 4 hose with ends 301 valve bank ( 4 segment ) 302 oil cooler fan assly. 303 oil cooler assly 304 1 / 2x m26 str. fitting 305 3 / 4x3 / 4 male elbow 306 1 / 2 hose with ends 307 1 / 2 x 3 / 8 str. fitting 308 slew cylinder 309 secondary relief valve 310 3 / 8 hyd. hose with ends 311 3 / 8 hyd. hose with ends 312 1 / 2 x 3 / 8 str. fitting 313 connecting block 314. 1 / 2xm18str. fitting 315 12 mm steel tubing with swivelends 316 13 mm steel tubing with swivelends 317 1 / 2 xm18 str. fitting with orific 318 1 / 2 x 3 / 8 str. fitting 319 1 / 2 swivel weldment 320 1 / 2x112 male elbow 321 1 / 4 gauge connector 322 pressure adjustment screw 323 3 / 8 hyd. hose with ends 324 3 / 8 x 1 / 2 str. fitting 325 throttle & check valve 326 1 / 2x 3 / 8 str. fitting 327 over centre valve 328 1 / 4x m16 str. fitting 329 10 mm steel tubing with swivel ends 330 1 / 2x112 str. fitting 331 1 / 2x318str. fitting 332 1 / 4 gauge connector 333 main boom cylinder 334 pressure adjustment screw 335 3 / 8 hyd. hose with ends 336 318x112 str. fitting 337 over centre valve 338 1 / 4xm16 str. fitting 339 10 mm steel tubing with swivel e 340 1 / 2x112 male str. 341 1 / 2 swivel weldment 342 1 / 2 x 1 / 2elbow 343 1 / 2x3 / 8str. fitting 344 1 / 2 m18 str. fitting 345 12mm steel tubing with swivel ends 346 12mm steel tubing with swivel ends 347 1st boom extn. cyl. 348 12mm steel tubing with swivel ends 349 tee fitting 350 10mm steel tubing with swivel ends 351 1 / 4x m16 str. fitting352 over centre valve 353 1 / 2 x 3 / 8 str. fitting 354 3 / 8 hyd. hose with ends 355 pressure adjustment screw 356 1 / 2 wi 18 str. fitting 357 1 / 2 x m18 str.fitting 358 12 mm steel tubing with swivel ends 359 1 / 2 x 18 mm str. fitting 360 3rd boom extn. cyl. ( hyd. cyl 3rd extn ) 361 12mm steel tubing with swivel ends 362 1 / 2xm18str. fitting 363 2nd boom extn cyl. 364 112xm18str. fitting 365 axle with rinoh gear 366 axle box housing 367 collar 368 rear cover 369 roller bearing 370 front cover 371 spacer 372 end plate 373 bolt 374 locking plate 375 felt ring 376 ring 377 bolt 378 nut 379 spring washer 380 split pin 381 transmission shift cylinder 382 transmission selector switch 383 axle drive gear box complete 384 axle powered with adgb 385 transmission 386 drop box 387 cardan shaft 1 388 torque arm assembly 389 craddle 390 anti vibration mounting 391 anti vibration mounting 392 bolt m20 393 bolt m20 394 anti vibration mounting 395 bolt mi6 396 bolt.m10 397 boltm12 398 shear pin 399 engine mounting bracket 400 front engine mounting bridge 401 bolt1 / 2 13unc 2b 402 cardan shaft ii 403 bolt mi6 404 spring washer 405 spring washer 406 slotted nut 407 split pin 408 nut410 slotted nut 411 slotted nut 412 split pin 413 self locking nut 414 lock plate 415 bolt 416 spring washer 417 spring washer 418 bolt 7 / 16 14unc 2b 419 spring washer 20 coil spring 421 protective tube 422 dust shield spring 423 dust shield 424 lower spring seat 425 guide ring 426 rubber packing ring 427 guide bush 428 lower rubber washer 429 guide cap 430 spring clip 431 rubber snubber 432 bolt 433 stopper plate 434 safety strap 435 bolt 436 shock absorber 437 pin 438 washer 439 split cotter 440 nut 441 spring washer 442 nut 443 spring washer 444 bush 445 brake lever ( cyl. end ) 446 brake lever ( non cyl. end ] 447 link [ short ] 448 link ( long ) 449 brake head 450 pull bar 451 brake shoe adjuster 452 brake shoe 453 hanger for link 454 cross bar 2 455 cross bar 1 456 spring seat 457 coil spring 458 pin 459 pin 460 pin 461 pin 462 pin 463 pin 464 quick release mechanism 465 parking brake lever 466 pin 467 pin 468 adjusting stud 469 nut for adjusting stud470 split pin 0 ol, 0, 471 bolt m12 472 nutm12 473 spring washer m12 474 bolt m20 475 nut m20 476 spring washer m20 477 boltm12 478 slotted nutm16 479 split pin 480 boitm10 481 nutm10 482 spring washer m10 483 bush 484 bush 485 bush 486 bush 487 bush 488 bush 489 bush 490 bush 491 bush 492 bush 493 bush 494 bush 495 nut m20 x 2.5 496 split cotter 497 split cotter 498 lock plate 499 washer 500 washer 501 washer 502 washer 503 washer 504 washer 505 split pin 506 split pin 507 buffer 508 couplet 509 bolt. m24 510 spriing washer 511 nut. m24 512 compressor 513 after cooler 514 cdc with drain cock 515 1 check valve 516 unloader valve 517 air reservoir 150 ltr. 518 auto drain valve 519 air strainer 520 j 1 safety vavie cl 4, , 521 shut off cock / 4 522 air reservoir 75 ltr 523 manifold 4 ports 524 c 2 w relay valve 525 d check valve 526 parking brake valve 527 time delay valve 528 throttle lever valve 529 throttle cylinder 530 emergency brake valve531 single solenoid valve mfh 1 / 4 532 stop light switch 533 pressure reducing valve 534 horn actuator 535 pressure protection valve ( optional ) 536 sa 9 ind.brake valve 537 manifold 5 ports 538 electra pneumatic governor 539 duplex pressure gauge 540 4 v bpc single pressure gauge 541 vaccum gauge 542 low pressure switch 4.9 bar ( nc ) 543 hs 4 control air valve 544 tank 3 ltr. 545 check valve ( flap type ) 546 va vi controlled valve 547 pressure reducing valve 2.5ksc 548 exhauster 549 vaccum relief valve 550 pressure switch for ksc ( optional ) 551 3 way magnet valve ( optional ) 552 filter ( gd 80 with flap ) 553 transmission air service unit 554 manifold 5 ports 555 direction change cylinder 556 range selector cylinder 557 parking brake cylinder 558 brake cylinder 559 brake cylinder without trunion 560 brake cylinder with trunion 561 vaccum hose coupling with dummy 562 vaccum through pipe 563 shut off with vent 564 air horn 565 shut off cock 1 / 2 566 single solenoid valve [ mfh 1 / 8 ) 567 vacuum brake lever 568 anti suck back 569 indicator red 570 indicator green 571 transmission preassure gauge 572 ampere meter 573 r p m. cum hour meter 574 panel main s / w 575 tachograph 576 head light switch 577 cab light 1 s / w 578 forward transmission indicator 579 neutral transmission indicator 580 reverse transmission indicator 581 transmission position selector siw 582 battery charging indicator 583 engine stop s / w 584 by pass siw 585 vacuum engine main siw 586 vacuum engine starter 587 vacuum solenoid on / off 588 battery bank 589 terminal strip 590 alternator591 terminal strip 592 mcb 63 593 starter relay 594 diode 05 plate with wiring 595 shift cylinder solenoid 596 relay 597 terminal strip 598 diode 5 599 buzzer 600 head light 601 search light 602 red light 603 cab light 604 cab fan 605 wiper motor 606 m.c.b.16 607 m.c.b. 6 608 search light assembly 609 wiper blade 610 pto assembly 611 1 / 4 t fitting 612 1 / 4 hose for d.b. end bearing lubrication 613 1 / 4 fitting 614 1 / 4 hose for d.b. manifold 615 1 outlet elbow transmission ( oil pump ) 616 1 inlet elbow transmission ( pump ) 617 1 hose fort.c. cooler in 618 1 hose fort.c. cooler out 619 1 b.s.p.t. male x 1 b.s.p. male 90q 620 2 b.s.p. male x 1 b.s.p.t. female straight 621 filter suction line in diesel tank utvimiscfuel 02 622 adaptor plate for hydraulic pump 623 twin bean head light rdso as per specification 624 sliding pad 1 set ( 12 nos ) 625 seal set column cylinder 626 pu pipe 6 mm 627 pu pipe 10 mm 628 pu pipe 12mm 629 pu pipe 14 mm 630 end fitting of pu pipe 6 mm 631 end fitting of pu pipe 10 mm 632 end fitting of pu pipe 12 mm 633 end fitting of pu pipe 14 mm...

Eastern Railways - Bihar

21818138 supply of procurement of rubber washer, rubber washer for dynamic grid/f s r resistor e.rly drg. no. ccc/dl 806....

East Central Railway - Bihar

20799012 tender for sealing rubber washeritem list : (1) sealing rubber washer for 1 1/4 inch angle clock. as per mgs drg. no. rw.4.2000.06 alt.1...

Eastern Railways - Bihar

20158489 procurement of c.p. rubber washer etc.item list : ( 1 ) c.p. rubber washer to rdsos drg no. wd 85079 s / 2, item no 4, alt. no. 25. dy.cmm / jamalpur bihar 4684.00 numbers...

National Thermal Power Corporation Limited - Bihar

20116154 procurement of hydrant valve and spares for barh 10 hydrant valve complete external ) ( 20 female coupling for fire hydrant valves 30 lock pin asy for hydrant valve, 40 seat check nut washer assy hydrant vlv 50 spindle with nut of hydrant valve 60 bonnet for ss fire hydrant valve, 63 mm 70 rubber washer for female couling hyd.v / v 80 hand wheel for fire hydrant valve => limited...

National Thermal Power Corporation Limited - Bihar

16961344 procurement of spares of hydrant valve and its spares 10 63 mm ss fire hydrant landing valve 20 nut for ci wheel, ms for hydrant valve 30 rubber washer vn seat 63mm fire hydrant 40 hand wheel for fire hydrant valve 50 rubber washer for female coupling 60 gland nut for ss fire hydrant valve, 63mm 70 inst. female coup ass comp for hyd. vn...

East Central Railway - Bihar

13410846 supply of lower rubber washer for helical spring of ptl tower car pt. no. ohe 4 03/std/09 make phooltas/d.e.engg....

East Central Railway - Bihar

10809204 lower rubber washer for axle box guide arrangement [mg] to icf drg.no.mg/t 0 1 049,it.1, alt 4 and specn.no.r 64/98,rev.2 of dec.05....

East Central Railway - Bihar

7844745 friction snubber assembly model fs 009[m] [r] to drg. no. fs 009[m]/001 along with top and bottom rubber washer for axle box guide as per rdso specn. c k 401....

East Central Railway - Bihar

5764224 supply of lower rubber washer for valve axle box guide arrangement to irs spec.r 64/98 rev 02 drg .no. emu/m 0 1 008,alt s/6...

East Central Railway - Bihar

5344297 lower rubber washer for axle box guide arrangement [mg] to icf drg. no. mg/t 0 1 049, it. 1, alt. 4 and specn. no. r 64/98, rev. 2 of dec. 05....

Eastern Railways - Bihar

4194134 supply of lower rubber washer for emu trailer coaches. t 0 1 601 alt.w 15 col ii. and rdso s spec. no.r 64 98 ...

East Central Railway - Bihar

4024300 supply of set of upper rubber washer for bogie bolster suspension 13t/16t consisting of 2 two item: 1 upper rubber washer for bogie bolster suspension 13t ...