Rajasthan Cooperative Dairy Federation Limited - Rajasthan

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

All India Radio - Rajasthan

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

Department Of Local Bodies - Rajasthan

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

Department Of Local Bodies - Rajasthan

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

Rajasthan Rajya Vidhyut Utpadan Nigam Limited - Rajasthan

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

Public Works Department - Rajasthan

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

Urban Improvement Trust - Rajasthan

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

Urban Improvement Trust - Rajasthan

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

Urban Improvement Trust - Rajasthan

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

Maharana Pratap University Of Agriculture And Technology - Rajasthan

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

Urban Improvement Trust - Rajasthan

32102823 miscellaneous work of barrage garden at river front east, kota. earth work in excavation by mechanical means (hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed: all kinds of soil 2 providing, laying and spreading and compacting specified graded crushed stone in sub base course including premixing the material at omc in mechanical mixer (pug mill), carriage of mixed material, laying in uniform layers with motor grader, f.e. loader, on a prepared surface and compacting with vibratory compactor to achieve the desired density including all material, labour, machinery, lighting barricading and maintenance of driversion complete. (morth specification clause 401). with all lead & lift 3 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level.m10 grade nominal mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). 4 providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering and reinforcement including curing, compaction, finishing with rendering in cement sand mortar 1 : 3 (1 cement : 3 coarse sand) and making good the joints and admixtures in recommended proportions as per is 9103 to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of engineer in charge. m 20 grade reinforced cement concrete. all work up to plinth level. 5 providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering and reinforcement including curing, compaction finishing with rendering in cement sand mortar 1 : 3 (1 cement : 3 coarse sand) and making good the joints and admixtures in recommended proportions as per is : 9103 to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of engineer in charge. m 20 grade reinforced cement concrete. all work from plinth level up to floor three level. walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.m20 grade nominal mix 6 providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centering, shuttering and reinforcement including curing, compaction finishing with rendering in cement sand mortar 1 : 3 (1 cement : 3 coarse sand) and making good the joints and admixtures in recommended proportions as per is : 9103 to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of engineer in charge. m 20 grade reinforced cement concrete. all work from plinth level up to floor three level. beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. 7 providing and laying in position design mix cement concrete of specified grade for reinforced cement concretearchitectural elements upto 5.0 mtr height from plinth level including curing, compaction, rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and finishing of exposed surface with cement sand mortar 1:3 in required thicknes sand as per approved drawing & texture as per direction of engineer in charge and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor architectuarl arches, arch ribs, domes, vaults, shells, folded plate,chatri, pillar &todi of chatri, roofs having slope more than 15º ,vertical and horizontal fins individually or forming box louvers, facias, eaves boards, and all other architectural elements as per direction of engineer in charge.m30 grade 8 providing and fabricating reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. thermo mechanically treated bars (conforming of relevant is code) 9 add extra for providing richer mixes respectively at all floor levels providing m 30 grade concrete instead ofm 20 grade design mix. 10 centering & shuttering with plywood or steel plate including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor three level for : 11 centering & shuttering with plywood or steel plate including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor three level for : 12 walls (any thickness) including attached pilasters,buttressesplinthandstring course. 13 providing stone slab covering over drains including filling of joints in cement sand mortar 1 : 3 with 35 mm thick cement concrete flooring 1 : 2 : 4 mix complete with good finish with : stone slab 40 to 50 mm thick average. 14 providing and fixing double action hydraulic floor spring of approved brand and manufacture is : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece m.s. 15 with stainless steel cover plate 16 providing and fixing dholpur white / mandana stone/ gwalior mint stone base with white cement & tinex chamical,& ss clamp and fastners (of approved brand) inclusive of moulding,carving, rubbing, polishing complet,laid and jointed with white cement slurry mixed with pigment to match the shade of the slab as per drawing attachedwith hairline joint at transition including rubbing, polishing and finishing, complete in all respect as per direction of enginner & architect with all lead & lift. the stone measurement will be done of outer most dimension. 17 providing & applying three coat of acrylic water proof membrane having sunlight and uv resistant propertiesover waterproofing slurry coat , initial coat of 50 75 micron thickness with diluting 1 part of chemical with 2 parts of clean water, overwhich applying 2 coats at 2 hrs .intervals each with diluting 1 part ofchemical with 20% of clean water for total thickness of 400 to 450 microns (covering area 0.9 sq.m/kg of chemical including preparation of surface by cleaning, brushing and dust removing, scaffolding if necessary etc., with contractors labour, tools,machinery etc, complete as directed by engineer in charge. 18 p& f 12mm thick toughened glass partition of approved / customised size, at all heights (g+4), as per design/drawing and consisting of approved brand e.g. saint gobain, hng float or equivalent with charectristic as per specification fixed in precise size including connector,fins, patch fittings top, bottom, over panel, bottom lock, small l including floor spring 8400, handles and brackets with all necessary fittings of approved brand e.g. icon/godrej/ ozone/dorma xlc or equivalent, quality silicon adhesive sealant layer manufactured to standard like wacker. dow coming or equivalent as per direction of engineer in charge. rates of item including supply, transportation, loading unloading installation including bottom lock, floor spring 8400, brackets, fasteners, screws, bracker, rod, bolts, gasket, fixture, scaffolding , taxes(vat, service tax etc.) & duties etc. complete in all respect. the above work shall be carried out by specialised agency approved bythe engineer incharge. 19 fixed part for panel @75% of total area 20 openable part for panel @25% of total area 21 making mehrabs, arches, pillars, highly decorative creepers, flower of small sizes etc.in lime surkhi plaster (1:2) as per b248 old traditional practices (arches, mehrabs) in three coats for base course and subsequent course and loi tamping, beating till the shrinkage cracks are disappear than making ornamental flowering/design etc. the work is to done with all leads and lifts as per work of restoration nature as per jaipur practice. 22 providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to is : 13753 & is :15622 of size 300mm x 450mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 23 providing and fixing 1st quality mat finished ceremic tile size 300x300mm confirmingto is : 13755 and is : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). 24 p & f white vitreous china double syphonic european w.c. (i.s:2556mark) with mounted w.v.c. flushing cistern of (is : 2556 mark) of 10 litre capacity complete with all necessary internal fittings including cutting and making good the wall and floor. 25 p & f wvc wash basin (1st quality, i.s. : 2556 mark) of approved make with c.i. brackets duly painted, 1 no. 15 mm c.p. pillar cock (is : 8934 mark) & 32 mm c.p. brass waste coupling of approved make,25 mm g.i. waste pipe comsize 580 mm x 450 mmplete including cutting & making good the wall: 26 p & f lst quality wvc urinal (is:2556 mark) with 25mm dia g.i. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete.flat back (large) or half stall size 610x400x80mm. 27 p & f indian type white glazed vitreous china 1st quality w.c. orissa pan (is :2556 mark) with 100 mm vitreous china p or s trap including cutting and making good the wall and floor: size 580x440mm. 28 p & f flush pipe of approved make with complete fittings for high level flushing cistern: g.i. `b` class (concealed) 32 mm. 29 p & f pilllar cocks (is :8934 mark) of superior quality and approved make: c.p. pillarcockfancytype ,15mm nominal bore. 30 p & f bib cock (is : 8931 mark), superior quality of approved make: 31 c.p. brass bib cock,15mm nominal bore. 32 ( do ) elbow action, 15mm nominal bore. 33 p & f c.p. brass urinal spreader for large urinal of heavy duty of approved make as per direction of enginner in charge 34 p & f c.p. brass doom waste coupling 32 mm dia. 35 p & f bottle trap of approved make : c.p brass 40 mm 36 p & f toilet paper holder with rod of approved quality/make: c.p. brass heavy & superior quality. 37 providing and fixing unplasticized poly vinyl chloride (upvc) swr pipes type b for sciland waste discharge system (is:13592 : 1992 marked) of approved quality /make 38 75 mm dia 39 110 mm dia 40 providing and fixing unplasticized poly vinyl chloride (upvc) swr pipes fittings type b for sciland waste discharge system (is:13592 : 1992 marked) of approved quality /make 41 bend 45 dg. 42 75mm dia 43 110mm dia 44 socket plug 45 75mm dia 46 110mm dia 47 pipe clip 48 75mm dia 49 110mm dia 50 single tee 51 75mm dia 52 110mm dia 53 gully trap 54 110mm dia 55 nahni trap with jali 4” 56 110mm dia 57 vent cowel 58 110mm dia 59 p & f bevelled edge mirror/mirror with teak wood lipping around of special glass of approved make (atul, modi guard, saint gobin or equivalent) complete with 6mm thick commercial ply base fixed to wooden screws & washers. other sizes 60 construction of chamber in all type of soil with 300 mm thick masonry in cm 1:6 m 10 cm thick c.c. 1:5:10 in foundation, 20mm thick insider plaster in cm 1:6, finished with floating neat cement, 50mm thick m 15 grade c.c. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. 61 inside size 450 x 450mm depth upto0.5 m cement cover with frame 62 30mm thick factory made solid panel pvc door shutter consisting of frame made out of m.s. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles and 15 mm x15mm , top & bottom rails. m.s .frame shall have a coat of steel primers of approved make and manufacture m.s. frame covered with 5mm thick heat moulded pvc ‘c channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45 degree angle on either side forming stiles; and 5mm thick, 95mm wide pvc sheet out of which 75 mm shall be flat and 20mm shall be tapered in 45 degreeon the inner side to form top and bottom rail and 115mm wide pvc sheet out of which 75 mm shall be flat and 20mm shall be tapered on both sides to form lock rail. top bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2) thick, 20mm wide cross pvc sheet shall be provided as gap insert for top rail & bottom rail. panelling of 5mm thick pvc sheet to be fitted in the m.s. frame welded/ sealed to the stiles & rails with 7mm (5mm +2mm) thick x 15mm wide pvc sheet bending on inner side, and joined together with solvent cement adhesive. an additional 5mm thick pvc strip of 20mm width is to be stuck on the interior side of the ‘c channel using pvc solvent adhesive etc. complete as per direction of engineer in charge, manufacture’s specification & drawing.(for w.c.and bathroom door shutter).including all door fittings such as hinges, l drop, handles, locking bolts etc. as per approved of engineer in charge. 63 gi metal ceiling lay in perforated tegular edge global white colour tiles of size 595x595mm and 0.5 mm thick with 8 mm drop made of gi sheet having galvanizing of 100 gms/ sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having nrc (noise reduction coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation and backed with a black glass fiber acoustical fleece. 64 p & f pvc storage tank isi marked (is : 12701) indicating thebis license no),of approved make with cover, 25mm dia 1m long g.i. over flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design:1000 litres capacity. 65 hoisting charges for each floor : for items 2.26.5 to 2.26.8 66 p & f liquid soap container with brackets complete of approved make:c.p. brass 67 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and testing of joints complete as per direction of engineer in charge. (internal work exposed on wall) 68 20mm nominal outer dia pipes 69 25 mm nominal outer dia pipes 70 32mm nominal outer dia pipes 71 50 mm nominal outer dia pipes 72 p & f ball cock (is :1703 mark) with rod& p.v.c. ball complete : 73 brass wt.not less than 800 gm, 32mm. 74 brass wt.not less than 1200 gm 50mm. 75 construction of septic tank in all types of soil with 40 cm .thick masonry in cm 1:6, 15 cm thick c.c bed of 1:5:10, m 15 gradec.c floor &rcc slab covering with m15 grade c.c. floor,50 mm thick stone slab partition walls, 20 mm thick plaster in cm 1:6 finished with neat floating cement, 4 nos stone foot rests of approved design ,two no. 450 mm dia each ferro cementcover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr: 76 size 400 x140x150 cm.(for 50 users) ...

Panchayat Raj Department - Rajasthan

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

Medical Health And Family Welfare - Rajasthan

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

Department Of Local Bodies - Rajasthan

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

Rajasthan Cooperative Dairy Federation Limited - Rajasthan

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

Rajasthan Housing Board - Rajasthan

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

Department Of Local Bodies - Rajasthan

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

Department Of Local Bodies - Rajasthan

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

Public Works Department - Rajasthan

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

Rajasthan Rajya Vidhyut Utpadan Nigam Limited - Rajasthan

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

RAJASTHAN COUNCIL OF SCHOOL EDUCATION - Rajasthan

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

RAJASTHAN COUNCIL OF SCHOOL EDUCATION - Rajasthan

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

RAJASTHAN COUNCIL OF SCHOOL EDUCATION - Rajasthan

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

Development Authority - Rajasthan

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

Department Of Local Bodies - Rajasthan

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

Department Of Local Bodies - Rajasthan

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

Panchayat Raj Department - Rajasthan

28925330 fanicial year 2021 22 material supply for mgnrega in gp sankra fanicial year 2021 22 material supply in gp sankra , dismantling stone slab/ terrazo chip flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. 2 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer in charge.1: 3: 6 or richer mix. 3 earth work in excavation by mechanical means (hydraulic excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.all kinds of soils 4 earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 sqm on plan including disposal of excavated earth up to 50 mtr. and lift up to 1.5 mtr. disposed soil to be levelled and neatly dressed:all kinds of soil 5 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. m10 grade nominal mix 6 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. m15 grade nominal mix 7 brick masonry with f.p.s. bricks of class designation 75 infoundation and plinth with bricks 8 brick work with f.p.s. bricks of class designation 75 in superstructure above plinth level upto floor v level in all shapes and sizes in :cement mortar 1 : 4 (1 cement : 4 coarse sand) 9 plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :20mm thick 10 plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish :20mm thick . 11 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 12 finishing with neat cement (punning). 13 stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4,with ceiling pointing in cement sand mortar 1 : 3 complete as per specification and instruction of engineer in charge 14 extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. 15 steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.hot finished welded type tubes.for parking shed 16 supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size. 17 structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete. 18 providing and fixing cow catcher made of r.s. joist angles channels ms rounds including cutting welding and fabrication with priming coat of red oxide (as per design). gate 3 nos. 19 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 20 supply and installation of multi rib proofing/cladding sheet manufacture out of0.50mm tct (total coated thickness) high tensile zinc aluminum alloy coated galvaiumeseel (as per 150gsm zinc aluminum coated 550mpa tuekd strength) confirming to is: 1397/astm a 792 sheet to have wide pens 30mm high nb at 250 centre and centre width of 1020mm shets be casted with regular modified plyster system on a continuous with line on centre for face and with a polyster coating respectively sheet shall have proportionality with siphoned plate at made at to prevent leakage sheet shall be fixed by more of sell drilling lift tapping hot dip zinc coated hox head fasterner of size 12x14x55mm long. the sheet shall be supplied in cost one length and foe a minimum up to 12mts with all scaffolding. 21 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. m20 grade nominal mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size). 22 painting with synthetic enamel paint of approved brand and manufacture togive an even shade : 23 providing and fixing designer cement concrete polished tiles over 20mm average thick base of cm 1 :4 (1 cement : 4 sand) jointing with cement mortar 1 :2 ( 1cement : 2 sand) with pigment to match the shade of the tiles complete with all respect. 24 providing and laying at or near ground level factory made kerb stone of m 25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete including painting 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 engineerin charge). 25 p & f pvc storage tank isi marked (is : 12701) indicating thebis license no),of approved make with cover, 25mm dia 1m long g.i. over flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 1000 litres capacity. 26 hoisting charges for each floor :for items 2.26.5 to 2.26.8 27 p & f g.i. pipes (external work) with g.i. fittings excluding union (is : 1239 mark) including trenching & refilling earth etc. 28 50mm dia nominal bore b class 29 25mm dia nominal bore b class 30 15mm dia nominal bore b class 31 making connection of g.i. distribution branch with g.i. main including all fitting. 32 upto 25mm dia 33 beyond 25mm & upto 100mm dia 34 p & f gun metal non return valve or check valve (is :make) of approved make, superior quality:50mm nominal bore. vertical 35 p & f full way valve (is:778 mark) or wheel valve of approved make : 36 gun metal 50mm nominal bore. 37 gun metal 25mm nominal bore. 38 gun metal 15mm nominal bore. 39 p & f ball cock (is :1703 mark) with rod& p.v.c. ball complete : 40 brass wt. not less than 300 gm,15mm. 41 ( do ) wt.not less than 600 gm, 25mm. 42 p & f push cock superiorquality, of approved makec.p. brass 15 mm. 43 supply & fixing g.i. union isi marked in g.i. pipe line as required complete in all respect of size : 44 50mm dia nominal bore 45 25mm dia nominal bore 46 15mm dia nominal bore 47 providing and fixing m.s. sheet 1mm thicksingle leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of engg. incharge but excluding cost of chowkhats: including two coats of anit corrosive red oxide primer paint 48 supplying and fixing machine cut fine dressedred/pink sand stone dasa orcoping,with full moulding if required laid on cement mortar 1:4 including pointing with admixture of pigment matching with the stone shade. 75 mm thick 49 repair of existing steel glazed doors, windows and ventilator, ms sheet door, garge doors, compound wall gates etc. by welding drilling complete include. cost of welding rods and hire charge of welding meachine and tp etc complete 50 providing and fixing 12.5 mm thick tapered edge gypsum board conforming to is 2095 part i at all height false ceiling including providing and fixing of frame work made of special sections power pressed from m.s. sheet and galvanised in accordance with zinc coating of grade 350 as per is : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling with dash fastener 12.5mm diax40mm long with 6mm dia bolts to the angle hangers of 25x25x0.55mm of required length, and other end of angle hanger being fixed with nut and bolts to g.i. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular to g.i. channel with connecting clips made out of 2.64mm diax230mm long g.i. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre to centre with 25mm long drive all screws @ 230mm interval including jointing and fixing to a flush finish of tapered and square edges of the board with recommended filler, jointing tapes, finisher and two coats of primer suitable for board as per manufactures specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed all complete as per drawing and specification and direction of the engineer in charge but excluding the cost of painting. 51 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding:old work (one or more coats ) 52 providing and fixing external grade board solid core single leaf flush door shutters isi 2202 67 marked using phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure a:30 mm thick . 53 extra for providing external lipping with 2ndclass teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) over item no. 8.13. 54 providing& fixing door, window, chowkhats and other frames, including antitermite treatment, m.s. flat, hold fasts of size 250 x 40 x 3mm fixed with m.s. bolt 5mm dia 50mm long duly embedded in cement concrete m 15 grade : 55 providing and fixing fully panelled/partly panelled/double leaf shutter frame for doors as per approved design and drawings with approved ordinary c.p./ oxidised steel fittings as per annexure a and width of styles & top rails of 100mm and lock rails width of 150mm and bottom rails of 200mm width including teak wood beading of size 19mm x 12mm on both faces complete : 56 providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured). panelling for panelled and glazed shutter 25 mm to 40 mm thick8 mm thick glass 57 extra for providing is 1341 1992marked stainless steel butt hinges instead of black enamelled m.s. butt hinges with necessary screws. (shutter area to be measured). 58 extra for providing other type of fittings as mention in annexure a ( as approved by ei) :brass fittings 59 providing and applyingmelamine polish on teak wood work of approved brand and manufacture to give an even shade with twoor more coats by compressor including sand papering,wood filler coat etc complete in all respect: 60 carriage of building rubbish stone metal (grit and ballast etc.) ...

Development Authority - Rajasthan

28925323 miscellaneous civil works in ravindra manch, jaipur miscellaneous civil works in ravindra manch, jaipur dismantling stone slab / terrazo chip flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. 2 demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of engineer in charge.1: 3: 6 or richer mix. 3 earth work in excavation by mechanical means ( hydraulic excavator ) / manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sqm on plan ) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.all kinds of soils 4 earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 sqm on plan including disposal of excavated earth up to 50 mtr. and lift up to 1.5 mtr. disposed soil to be levelled and neatly dressed:all kinds of soil 5 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. m10 grade nominal mix 6 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. m15 grade nominal mix 7 brick masonry with f.p.s. bricks of class designation 75 infoundation and plinth with bricks 8 brick work with f.p.s. bricks of class designation 75 in superstructure above plinth level upto floor v level in all shapes and sizes in :cement mortar 1 : 4 ( 1 cement : 4 coarse sand ) 9 plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :20mm thick 10 plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish :20mm thick . 11 cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate ) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 12 finishing with neat cement ( punning ) . 13 stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4, with ceiling pointing in cement sand mortar 1 : 3 complete as per specification and instruction of engineer in charge 14 extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. 15 steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m ) fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.hot finished welded type tubes.for parking shed 16 supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 mtr. apart 30cm in ground embedded in cement concrete 1:3:6 ( 30x30x45cm ) corner and every tenth post to be strutted with ( 50 x 50 x 6cm ) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size. 17 structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m ) , fixing in position and applying a priming coat of approved steel primer all complete. 18 providing and fixing cow catcher made of r.s. joist angles channels ms rounds including cutting welding and fabrication with priming coat of red oxide ( as per design ) . gate 3 nos. 19 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats, or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 20 supply and installation of multi rib proofing / cladding sheet manufacture out of0.50mm tct ( total coated thickness ) high tensile zinc aluminum alloy coated galvaiumeseel ( as per 150gsm zinc aluminum coated 550mpa tuekd strength ) confirming to is: 1397 / astm a 792 sheet to have wide pens 30mm high nb at 250 centre and centre width of 1020mm shets be casted with regular modified plyster system on a continuous with line on centre for face and with a polyster coating respectively sheet shall have proportionality with siphoned plate at made at to prevent leakage sheet shall be fixed by more of sell drilling lift tapping hot dip zinc coated hox head fasterner of size 12x14x55mm long. the sheet shall be supplied in cost one length and foe a minimum up to 12mts with all scaffolding. 21 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. m20 grade nominal mix1: 1.5: 3 ( 1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size ) . 22 painting with synthetic enamel paint of approved brand and manufacture togive an even shade : 23 providing and fixing designer cement concrete polished tiles over 20mm average thick base of cm 1 :4 ( 1 cement : 4 sand ) jointing with cement mortar 1 :2 ( 1cement : 2 sand ) with pigment to match the shade of the tiles complete with all respect. 24 providing and laying at or near ground level factory made kerb stone of m 25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement : 3 coarse sand ) including making joints with without grooves ( thickness of joints except at sharp curve shall not to more than 5mm ) including making drainage opening wherever required complete including painting 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 engineerin charge ) . 25 p & f pvc storage tank isi marked ( is : 12701 ) indicating thebis license no ) , of approved make with cover, 25mm dia 1m long g.i. over flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 1000 litres capacity. 26 hoisting charges for each floor :for items 2.26.5 to 2.26.8 27 p & f g.i. pipes ( external work ) with g.i. fittings excluding union ( is : 1239 mark ) including trenching & refilling earth etc. 28 50mm dia nominal bore b class 29 25mm dia nominal bore b class 30 15mm dia nominal bore b class 31 making connection of g.i. distribution branch with g.i. main including all fitting. 32 upto 25mm dia 33 beyond 25mm & upto 100mm dia 34 p & f gun metal non return valve or check valve ( is :make ) of approved make, superior quality:50mm nominal bore. vertical 35 p & f full way valve ( is:778 mark ) or wheel valve of approved make : 36 gun metal 50mm nominal bore. 37 gun metal 25mm nominal bore. 38 gun metal 15mm nominal bore. 39 p & f ball cock ( is :1703 mark ) with rod& p.v.c. ball complete : 40 brass wt. not less than 300 gm, 15mm. 41 ( do ) wt.not less than 600 gm, 25mm. 42 p & f push cock superiorquality, of approved makec.p. brass 15 mm. 43 supply & fixing g.i. union isi marked in g.i. pipe line as required complete in all respect of size : 44 50mm dia nominal bore 45 25mm dia nominal bore 46 15mm dia nominal bore 47 providing and fixing m.s. sheet 1mm thicksingle leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of engg. incharge but excluding cost of chowkhats: including two coats of anit corrosive red oxide primer paint 48 supplying and fixing machine cut fine dressedred / pink sand stone dasa orcoping, with full moulding if required laid on cement mortar 1:4 including pointing with admixture of pigment matching with the stone shade. 75 mm thick 49 repair of existing steel glazed doors, windows and ventilator, ms sheet door, garge doors, compound wall gates etc. by welding drilling complete include. cost of welding rods and hire charge of welding meachine and tp etc complete 50 providing and fixing 12.5 mm thick tapered edge gypsum board conforming to is 2095 part i at all height false ceiling including providing and fixing of frame work made of special sections power pressed from m.s. sheet and galvanised in accordance with zinc coating of grade 350 as per is : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling with dash fastener 12.5mm diax40mm long with 6mm dia bolts to the angle hangers of 25x25x0.55mm of required length, and other end of angle hanger being fixed with nut and bolts to g.i. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular to g.i. channel with connecting clips made out of 2.64mm diax230mm long g.i. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall / partition with the help of rawl plugs at 450mm centre to centre with 25mm long drive all screws @ 230mm interval including jointing and fixing to a flush finish of tapered and square edges of the board with recommended filler, jointing tapes, finisher and two coats of primer suitable for board as per manufactures specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed all complete as per drawing and specification and direction of the engineer in charge but excluding the cost of painting. 51 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding:old work ( one or more coats ) 52 providing and fixing external grade board solid core single leaf flush door shutters isi 2202 67 marked using phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure a:30 mm thick . 53 extra for providing external lipping with 2ndclass teak wood battens 6 mm minimum depth on all edges of shutters ( over all area of door shutter to be measured ) over item no. 8.13. 54 providing& fixing door, window, chowkhats and other frames, including antitermite treatment, m.s. flat, hold fasts of size 250 x 40 x 3mm fixed with m.s. bolt 5mm dia 50mm long duly embedded in cement concrete m 15 grade : 55 providing and fixing fully panelled / partly panelled / double leaf shutter frame for doors as per approved design and drawings with approved ordinary c.p. / oxidised steel fittings as per annexure a and width of styles & top rails of 100mm and lock rails width of 150mm and bottom rails of 200mm width including teak wood beading of size 19mm x 12mm on both faces complete : 56 providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows ( area of opening for panel inserts excluding portion inside grooves or rebates to be measured ) . panelling for panelled and glazed shutter 25 mm to 40 mm thick8 mm thick glass 57 extra for providing is 1341 1992marked stainless steel butt hinges instead of black enamelled m.s. butt hinges with necessary screws. ( shutter area to be measured ) . 58 extra for providing other type of fittings as mention in annexure a ( as approved by ei ) :brass fittings 59 providing and applyingmelamine polish on teak wood work of approved brand and manufacture to give an even shade with twoor more coats by compressor including sand papering, wood filler coat etc complete in all respect: 60 carriage of building rubbish stone metal ( grit and ballast etc. ) ...

Development Authority - Rajasthan

28925321 various civil works in hawa mahal, jaipur. various civil works in hawa mahal, jaipur. dismantling stone slab / terrazo chip flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. 2 demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of engineer in charge.1: 3: 6 or richer mix. 3 earth work in excavation by mechanical means ( hydraulic excavator ) / manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sqm on plan ) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.all kinds of soils 4 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. m10 grade nominal mix 1: 3: 6 ( 1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size ) . 5 brick masonry with f.p.s. bricks of class designation 75 infoundation and plinth with bricks cement mortar 1 : 4 ( 1 cement : 4 coarse sand ) 6 brick work with f.p.s. bricks of class designation 75 in superstructure above plinth level upto floor v level in all shapes and sizes incement mortar 1 : 6 ( 1 cement : 6 coarse sand ) 7 plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish :20mm thick 8 finishing with neat cement ( punning ) . 9 cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate ) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.75mmthickwith20mmthicknominalsizeaggregate. 10 stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4, with ceiling pointing in cement sand mortar 1 : 3 complete as per specification and instruction of engineer in charge 11 structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting ( height upto 10 m ) , fixing in position and applying a priming coat of approved steel primer all complete: 12 providing and fixing m.s. sheet 1mm thicksingle leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of engg. incharge but excluding cost of chowkhats: including two coats of anit corrosive red oxide primer paint 13 providing and fixing fully panelled / partly panelled / double leaf shutter frame for doors as per approved design and drawings with approved ordinary c.p. / oxidised steel fittings as per annexure a and width of styles & top rails of 100mm and lock rails width of 150mm and bottom rails of 200mm width including teak wood beading of size 19mm x 12mm on both faces complete :35 mm thick nigeria wood grade i 14 providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows ( area of opening for panel inserts excluding portion inside grooves or rebates to be measured ) . panelling for panelled and glazed shutter 25 mm to 40 mm thick5 mm float glass 15 providing and fixing double scaffolding system on the exterior side, upto five story made with 4 wooden member 1.5 m c / c horizontal and vertical direction joining with rassi, clamps, challies. the scaffolding system shall be stiffened with bracing, runner, connection of building if necessary with all essential safty features for the workmen etc complete as per direction of ei.the lavation area of the scaffolding shall be measured for payment. the payment will be made once irrespective of duration of scaffolding.note : this item to be used for maintence work judically 1x10.00x15.00 = 150.00 sqm. 16 p & f g.i. pipes ( internal work ) with g.i. fittings excluding union ( is:1239 mark ) & ms clamps including cutting and making good the walls and floors:exposed on wall 17 15 mm dia nominal boreb class 18 25mm dia nominal boreb class 19 supply & fixing g.i. union isi marked in g.i. pipe line as required complete in all respect of size : 20 15mm dia nominal bore 21 25mm dia nominal bore 22 p & f full way valve ( is:778 mark ) or wheel valve of approved make : 23 gun metal 15mm nominal bore. 24 gun metal 25mm nominal bore. 25 p & f ball cock ( is :1703 mark ) with rod& p.v.c. ball complete :brass wt. not less than 300 gm, 15mm. 26 making connection of g.i. distribution branch with g.i. main including all fitting.upto 25mm dia 27 painting with synthetic enamel paint of approved brand and manufacture togive an even shade : 28 two or more coats on new work 29 one or more coats on old work. 30 providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compoundconsisting of applying : a ) after surface preparation, first layer of slurry of cement @ 0.488 kg / sqm mixed with water proffing cement compound@ 0.253 kg / sqm.b ) laying secondlayer of fiber glass clothwhen the first layer is still green. overlaps of joints of fiber cloth should not be less than 10 cm .c ) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289kg / sqm mixed with water proffing cement compound@ 0.670kg / sqm and coarse sand @ 1.289 kg / sqm. this will be allowed to air cure for4 hours followed by water curing for 48 hours. the entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all aroundd ) fourth and final layer of brick tiling ‘with cement mortar or any other approved protective coarse. ( which will be paid for separately ) for the purpose of measurement the entire treated surface will be measured 31 repair of existing steel glazed doors, windows and ventilator, ms sheet door, garge doors, compound wall gates etc. by welding drilling complete include. cost of welding rods and hire charge of welding meachine and tp etc complete 32 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats, or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 33 carriage of building rubbish stone metal ( grit and ballast etc. ) including loading, unloading complete for 10 km lead....

Public Works Department - Rajasthan

28879170 various civil works in govt. polytechnic college bikaner 2 dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead. 3 dismantling stone slab / terrazzo chip flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. 4 brick work with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 in superstructure above plinth level upto floor five level in all shapes and sizes in : cement mortar 1 : 6 ( 1 cement : 6 coarse sand ) .cement mortar 1 : 6 ( 1 cement : 6 coarse sand ) . 5 providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls ( any thickness ) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc upto floor five level excluding the cost of centering and shuttering. m15 grade nominal mix 1: 2: 4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) . 6 providing and fixing 50 mm thick cement concrete flooring with metallic concrete hardener topping, under layer of 38 mm thick cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm thick nominal size ) and top layer of 12 mm thick metallic concrete hardener consisting of mix 1:2 ( 1 cement : 2 stone aggregate, 6 mm nominal size ) by volume & mixed with metallic hardening compound of approved quality @ 2 kg. / sqm including cement slurry, rounding off edges etc. but excluding the cost of nosing of step etc. complete. 7 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. 8 providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying :a ) after surface preparation, first layer of slurry of cement @ 0.488 kg / sqm mixed with water proofing cement compound @ 0.253 kg / sqm.b ) laying second layer of fiber glass cloth when the first layer is still green. overlaps of joints of fiber cloth should not be less than 10 cm.c ) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg / sqm mixed with water proofing cement compound @ 0.670 kg / sqm and coarse sand @ 1.289 kg / sqm. this will be allowed to air cure for 4 hours followed by water curing for 48 hours. the entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.d ) fourth and final layer of brick tiling ‘with cement mortar or any other approved protective coarse. ( which will be paid for separately ) for the purpose of measurement the entire treated surface will be measured. 9 supplying and fixing in walls machine cut and polished stone shelves, tands and in cm 1:3 with machine cut edges : sand or other approved stone 50 mm thick. 10 providing and fixing steel gate, grating, and grills made of angles, tees, square bars, flats, or black pipe with holdfast and fittings complete as per design and drawing including cutting, welding and fabrication with priming coat of red oxide : 11 p & f g.i. pipes with g.i. fittings excluding union ( is : 1239 mark ) including trenching & refilling earth etc. : ( external work ) medium duty pipes : 50 mm dia nominal bore. 12 providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls ( any thickness ) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc upto floor five level excluding the cost of centering and shuttering. m15 grade nominal mix1: 2: 4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) . 13 kota stone slab flooring 25 mm thick over 20 mm ( average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 ( 1 cement : 4 coarse sand ) : for area of each slab from 2001 to 5000 sq. cm. add extra for combined flooring kota stone & marble flooring : for marble flooring area upto 20%. 14 part b : smart class room of civil department 15 dismantling stone slab / terrazzo chip flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. 16 demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge : in cement mortar. 17 brick work with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 in superstructure above plinth level upto floor five level in all shapes and sizes in : cement mortar 1 : 6 ( 1 cement : 6 coarse sand ) .cement mortar 1 : 6 ( 1 cement : 6 coarse sand ) . 18 providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls ( any thickness ) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc upto floor five level excluding the cost of centering and shuttering. m15 grade nominal mix 1: 2: 4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) . 19 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. 20 removing dry or oil bound distemper by scrapping sand papering and preparing surface smooth including necessary repairs to scratches by sandal / loi and all scaffolding. ( for colour changing only ) . 21 6 mm thick cement plaster to ceiling of mix 1:3 ( 1 cement : 3 fine sand ) . 22 providing and fixing 12.5 mm thick tapered edge gypsum board conforming to is 2095 part i at all height false ceiling including providing and fixing of frame work made of special sections power pressed from m.s. sheet and galvanised in accordance with zinc coating of grade 350 as per is : 277 and consisting of angle cleats of size 25 mm wide × 1.6 mm thick with flanges of 22 mm and 37 mm at 1200 mm centre to centre one flange fixed to the ceiling with dash fastener 12.5 mm dia × 40 mm long with 6mm dia bolts to the angle hangers of 25×25×0.55 mm of required length, and other end of angle hanger being fixed with nut and bolts to g.i. channels 45×15×0.9 mm running at the rate of 1200 mm centre to centre to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having clips of 10.5 mm at 450 mm centre to centre shall be fixed in a direction perpendicular to g.i. channel with connecting clips made out of 2.64 mm dia × 230 mm long g.i. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall / partition with the help of rawl plugs at 450 mm centre to centre with 25 mm long drive all screws @ 230 mm interval including jointing and fixing to a flush finish of tapered and square edges of the board with recommended filler, jointing tapes, finisher and two coats of primer suitable for board as per manufactures specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed all complete as per drawing and specification and direction of the engineer in charge but excluding the cost of painting. 23 dismantling doors, windows and clearstory windows steel or wood shutter including chowkhats and holdfasts etc. complete and stacking within 50 meters lead : of area 3 square meter and below. 24 providing and fixing aluminium work for doors, windows, ventilators and partition with extruded built up standard tubular / appropriate z sections and other sections of approved make conforming to is:733 and is:1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gap. at junctions, at top, bottom and sides with required pvc / neoprene felt etc. aluminium section shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle aluminium snap beading for glazing / paneling, c.p. brass / stainless steel screws al. tower bolt & al. handle & al. aldrop etc., all complete as per architectural drawings and the directions of engineer in charge. ( glazing and paneling to be paid for separately ) . 25 for fixed portion : polyester powder coating aluminium ( minimum thickness of powder coating 50 micron ) . 26 for shutters builtup standard tubular sections of openable doors, windows & ventilators including providing & fixing hinges / rollers etc. and making provision for fixing of fittings wherever required ( lockes shall be paid for separately ) : polyester powder coating aluminium ( minimum thickness of powder coating 50 micron ) . 27 providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with pvs / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer in charge. ( cost of aluminium snap beading shall be paid in basic item. ) : with float glass panes of 5.0 mm thickness ( weight not less than 13.50 kg / sqm. ) . 28 providing and fixing expanded grill made of aluminium as per design and drawing having members section of size 7.5 mm × 6.0 mm and opening of size 102 mm × 99 mm to aluminium window / vent with required screws, y and h aluminium sec ( as per drawing ) at the ends and middle joints respectively complete in all respect as per direction of engineer in charge : polyester powder coating aluminium ( minimum thickness of powder coating 50 micron ) . 29 providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete. 30 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding : new work ( two or more coats ) including preparation of base with primer, putty, lippy etc. complete in all respect. 31 painting with synthetic enamel paint of approved brand and manufacture to give an even shade : two or more coats on new work 32 providing and fixing external grade board solid core single / double leaf flush door shutters is: 2202 ( part ii ) 1996 marked using phenol formal dehyderesin in glue both sides with approved stainless steel fittings complete as per annexure a : 35 mm thick : commercial veneer both side 33 p & f 1st quality stain free double charge vitrified tiles on floor, skirting and steps etc. in different sizes ( thickness to be specified by manufacture ) with water absortion less than 0.08% and conforming to is 15622 of approved make in all colour and shade, laid with 20 mm thick cm 1 : 4 including grounting the joints with white cement and matching pigment etc. complete : size 600 mm × 600 mm. deduct for not using 20 mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand ) bedding in laying of floor tiles. 34 add extra for fixing glazed / ceramic / vitrified floor tiles with cement based high polymer modified quick set tile adhesive ( water based ) conforming to is: 15477, using 5 kg. adhesive per sum of tile area, in average 3 mm thickness instead of cement mortar 35 providing and fixing t iron frames for doors, windows and ventilators of mild steel tee sections, joints mitred and welded with 15×3 mm lugs 10 cm long embedded in cement concrete blocks 15×10×10 cm of 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 36 providing and laying brick kharanja on roofs with cement mortar 1:4 ( 1 cement : 4 coarse sand ) mixed with 2% integral water proofing compound in square pattern : 75 mm to 100 mm thick average. 37 providing and fixing steel gate, grating, and grills made of angles, tees, square bars, flats, or black pipe with holdfast and fittings complete as per design and drawing including cutting, welding and fabrication with priming coat of red oxide : 38 providing & fixing fly proof wire gauze to windows, clerestory windows & doors with m.s. flat 15×3 mm and nuts & bolts complete. galvanised m.s. wire gauze with 0.63 mm dia wire and 1.4 mmaperture on both sides. 39 providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete. 40 part c : renovartion of physics lab 41 removing dry or oil bound distemper by scrapping sand papering and preparing surface smooth including necessary repairs to scratches by sandal / loi and all scaffolding. ( for colour changing only ) . 42 6 mm thick cement plaster to ceiling of mix 1:3 ( 1 cement : 3 fine sand ) . 43 repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead : with cement mortar 1 :4 ( 1 cement : 4 coarse sand ) . 44 providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete. 45 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding : new work ( two or more coats ) including preparation of base with primer, putty, lippy etc. complete in all respect. 46 painting with synthetic enamel paint of approved brand and manufacture to give an even shade : two or more coats on new work 47 providing and fixing steel gate, grating, and grills made of angles, tees, square bars, flats, or black pipe with holdfast and fittings complete as per design and drawing including cutting, welding and fabrication with priming coat of red oxide : 48 providing & fixing fly proof wire gauze to windows, clerestory windows & doors with m.s. flat 15×3 mm and nuts & bolts complete. galvanised m.s. wire gauze with 0.63 mm dia wire and 1.4 mmaperture on both sides. 49 providing and fixing of double leaf steel shutter for cupboard, the frame is made of pressed steel isi section 80×25 mm ×1.25 mm thick with 1.00 mm ms sheet to spot welded including holdfasts of 15×3 mm, ms oxidized fittings such as butt hinges, sliding doors bolts, handles, tower bolts and twin peg etc complete including applying priming coat of approved steel primer of red oxide zinc chromate and spray painting in approved shade with deco paint of approved quality complete as per direction of engineer in charge. 50 p & f 1st quality stain free double charge vitrified tiles on floor, skirting and steps etc. in different sizes ( thickness to be specified by manufacture ) with water absortion less than 0.08% and conforming to is 15622 of approved make in all colour and shade, laid with 20 mm thick cm 1 : 4 including grounting the joints with white cement and matching pigment etc. complete : size 600 mm × 600 mm. deduct for not using 20 mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand ) bedding in laying of floor tiles. 51 add extra for fixing glazed / ceramic / vitrified floor tiles with cement based high polymer modified quick set tile adhesive ( water based ) conforming to is: 15477, using 5 kg. adhesive per sum of tile area, in average 3 mm thickness instead of cement mortar 52 p & f wvc wash basin ( ist quality is:2556 mark ) of approved make with c.i. brackets duly painted 1 no. 15 mm c.p. pillar cock ( is:8934 mark ) & 32 mm c.p. brass waste coupling of approved make 32 mm waste pipe complete including cutting & making good the wall : size 580 mm × 450 mm. 53 p & f g.i. pipes with g.i. fittings excluding union ( is : 1239 mark ) including trenching & refilling earth etc. : ( external work ) medium duty pipes : 54 25 mm dia nominal bore. 55 20 mm dia nominal bore. 56 brick work with common burnt clay f.p.s. ( non modular ) bricks of class designation 10.0 in superstructure above plinth level upto floor five level in all shapes and sizes in : cement mortar 1 : 6 ( 1 cement : 6 coarse sand ) .cement mortar 1 : 6 ( 1 cement : 6 coarse sand ) . 57 p & f pillar cocks ( is : 8934 mark ) of superior quality and approved make : c.p. pillar cock, swan neck with casted spout, 15 mm nominal bore 58 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding : new work ( two or more coats ) including preparation of base with primer, putty, lippy etc. complete in all respect. 59 part d : renovartion of stage and tennis court 60 earth work in excavation by mechanical means ( hydraulic excavator ) / manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sum on plan ) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. all kinds of soils. 61 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work upto plinth level. 1: 4: 8 ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size ) . 62 brick work with common burnt clay f.p.s. ( non modular ) bricks of class designation 10.0 in superstructure above plinth level upto floor five level in all shapes and sizes in : cement mortar 1 : 6 ( 1 cement : 6 coarse sand ) .cement mortar 1 : 6 ( 1 cement : 6 coarse sand ) . 63 filling available excavated earth ( excluding rock ) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead upto 50 meter and with all lift. 64 kota stone slab flooring 25 mm thick over 20 mm ( average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 ( 1 cement : 4 coarse sand ) : for area of each slab from 2001 to 5000 sq. cm. add extra for combined flooring kota stone & marble flooring : for marble flooring area upto 20%. 65 extra for mirror polishing on terrazzo / kota stone work wherever required to give high gloss finish complete. 66 providing and fixing welded mesh / expanded metal mesh in frame work, flat iron beading 20×3 mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete ( excluding frame work ) of size : welded mesh 25 mm × 25 mm × 2.1 mm. 67 6 mm thick cement plaster to ceiling of mix 1:3 ( 1 cement : 3 fine sand ) . 68 providing and fixing steel gate, grating, and grills made of angles, tees, square bars, flats, or black pipe with holdfast and fittings complete as per design and drawing including cutting, welding and fabrication with priming coat of red oxide : 69 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. 70 providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete. 71 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding : new work ( two or more coats ) including preparation of base with primer, putty, lippy etc. complete in all respect. 72 dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead. 73 part e : renovation and repair work of phe lab 74 dismantling stone slab / terrazzo chip flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. 75 demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge : in cement mortar. 76 brick work with common burnt clay f.p.s. ( non modular ) bricks of class designation 10.0 in superstructure above plinth level upto floor five level in all shapes and sizes in : cement mortar 1 : 6 ( 1 cement : 6 coarse sand ) .cement mortar 1 : 6 ( 1 cement : 6 coarse sand ) . 77 removing dry or oil bound distemper by scrapping sand papering and preparing surface smooth including necessary repairs to scratches by sandal / loi and all scaffolding. ( for colour changing only ) . 78 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. 79 6 mm thick cement plaster to ceiling of mix 1:3 ( 1 cement : 3 fine sand ) . 80 providing and fixing stainless steel a isi 304 ( 18 / 8 ) kitchen sink & 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 : kitchen sink with drain board stainless steel kitchen sink with drain board 510×1040 mm bowl depth 200 mm. 81 p & f wvc wash basin ( ist quality is:2556 mark ) of approved make with c.i. brackets duly painted 1 no. 15 mm c.p. pillar cock ( is:8934 mark ) & 32 mm c.p. brass waste coupling of approved make 32 mm waste pipe complete including cutting & making good the wall : size 580 mm × 450 mm. 82 p & f pillar cocks ( is : 8934 mark ) of superior quality and approved make : c.p. pillar cock, swan neck with casted spout, 15 mm nominal bore 83 p & f 1st quality stain free double charge vitrified tiles on floor, skirting and steps etc. in different sizes ( thickness to be specified by manufacture ) with water absortion less than 0.08% and conforming to is 15622 of approved make in all colour and shade, laid with 20 mm thick cm 1 : 4 including grounting the joints with white cement and matching pigment etc. complete : size 600 mm × 600 mm. deduct for not using 20 mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand ) bedding in laying of floor tiles. 84 add extra for fixing glazed / ceramic / vitrified floor tiles with cement based high polymer modified quick set tile adhesive ( water based ) conforming to is: 15477, using 5 kg. adhesive per sum of tile area, in average 3 mm thickness instead of cement mortar 85 providing and fixing steel gate, grating, and grills made of angles, tees, square bars, flats, or black pipe with holdfast and fittings complete as per design and drawing including cutting, welding and fabrication with priming coat of red oxide : 86 painting with synthetic enamel paint of approved brand and manufacture to give an even shade : two or more coats on new work 87 supplying and fixing in walls machine cut and polished stone shelves, tands and in cm 1:3 with machine cut edges : sand or other approved stone 25 mm thick. 88 half brick masonry with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 in foundation & plinth : cement mortar 1 : 6 ( 1 cement : 6 coarse sand ) . 89 providing and fixing granite stone slab mirror polished and machine edge cut in walls, pillars, steps, shelves, sills counters, floors etc. laid on 12 mm ( av. ) thick base of cement mortar 1:3 ( 1 cement : 3 coarse sand ) jointing with white cement mortar 1:2 ( 1white cement : 2 marble dust ) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. black / south : above 3601 cm2 slabs 90 extra for providing edge moulding to 15 18 mm thick marble / granite stone counters, vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by engineer in charge granite work. 91 repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead : with cement mortar 1 :4 ( 1 cement : 4 coarse sand ) ....

Medical And Health Services - Rajasthan

28640417 civil work for psa plant at medical college churu attached mch hospital churu 1 civil work 2 earth work in excavation by mechanical means (hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed:all kinds of soil 3 filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and lead upto 1.5mtr 4 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. m15 grade nominal mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). 5 m10 grade nominal mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). 6 centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 7 providing and fabricating reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. thermo mechanically treated bars (conforming of relevent is code) 8 providing and laying in position specified grade ofcement concrete forall rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( as required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix 9 brick masonry with f.p.s. bricks of class designation 75 infoundation and plinth with bricks cement mortar 1 : 4 (1 cement : 4 coarse sand) 10 brick work with f.p.s. bricks of class designation 75 in superstructure above plinth level upto floor v level in all shapes and sizes in :cement mortar 1 : 4 (1 cement : 4 coarse sand) 11 providing and fixing 1mm thick m.s. sheet sliding shutters with frame & diagonals braces of 40 x 40 x 6mm. angle iron 3mm m.s. gusset plates at the junction and corners, 25mm dia pulley 40x40x6mm angle and t iron guide at the top and bottom respectively including applying a priming coat of approved steel primer. 12 structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete. 13 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.75mmthickwith20mmthicknominalsizeaggregate. 14 providing corrugated g.s. sheet roofing including vertical / curved surface fixed with polymer coated j or l hooks, bolts and nuts 8 mm diameter with bitumen and g.i. limpet washers or with g.i. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/ vertical or curved surfaces)excluding the cost of purlins, rafters and trusses and including cutting to size and shape whenever required. 0.63 mm thick with zinc coating not less than 275 gm/m2 15 p&f rigid pvc pipe (is:4985 mark) class ii/ (4 kg. /cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia 16 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. 17 6mm thick cement plaster 1:3 ( 1cement : 3fine sand) finished with a floating coat of neat cement and thick coat oflime wash on top of walls when dry for bearing of r.c.c slabs and beams. 18 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 base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). 19 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: newwork(twoormorecoats)overandincludingscrappingandprimingcoatwithcement primer. 20 painting with synthetic enamel paint of approved brand and manufacture togive an even shade : two or more coats on new work 21 supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size. 50mm x 50mm x 3.15mm 22 excavating trenches of required width for pipes cables etc. including excavation for sockets, depth up to 1.5 mtr. including taking out the excavated materials, refilling the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 mtr. pipes, cables etc. exceeding 300mm dia but not exceeding 600mm dia. 23 wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper conductor 1.1 kv gradeand 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper earth conductor 1.1 kv grade (is:694) ofapproved make in surface / recessed isi marked medium duty pvc conduit & its accessories, round tiles,hot dipped galvanized modular box with earth terminal, 6 a modular switch,modular plate with grid plate,screws,making connections, testing etc. as required.gr 1 24 short point (up to 3 mtr.) 25 medium point (up to 6 mtr.) 26 long point(up to 10 mtr.) 27 wiring of 3 pin 5 amp. light plug point with 1.5 sq. mm nominal sizefr pvc insulated unsheathed flexible copper conductor 1.1 kv gradeand 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper earth conductor 1.1 kv grade(is:694) of approved makein surface / recessed isi marked medium duty pvc conduit & its accessories, hot dipped galvanized m.s modular box of 20 swg with earth terminal, 6 a modularswitch, 6 a modular socket, modular plate with grid plate, screws, making connections, testing etc. as required.gr 1 on board 28 supplying and fixing of power plug point modular accessories on hot dipped galvanized modular on surface or in recessed with suitable size of grid plate with cover plate including cost ofmodular 16 amp. switch and socket outlet, making connection , testing , etc. as required.gr 1 29 supplying and drawing fr pvc insulated & unsheathed flexible copper conductor isi marked (is:694) of 1.1 kv grade and approved make in existingsurface or recessed conduit/casing capping including making connections etc. as required.g1 30 2 x 2.5 sq. mm. + 1x1.5sqmm 31 2 x 4.0 sq. mm. + 1 x 2.5 sq. mm. 32 p&f recessed/ surface mounting heavy duty horizontal type sheet steel distribution board phophatised/ powder painted complete with copper bus bar, shorting link , neutral link, earth link and din bar, conforming to is13032 & is8623 including making internal dbterminations with copper lugs , testing etc. as required.g1 double door (single phase) 12 way 33 p&f 240/415 v mcb of breaking capacity not less than 10 ka (b/ c/ d tripping characteristic) isi marked is 8828(1996)]/ conforming to iec 60898 in existing board/sheets including making connections with lugs, testing etc. as required.group 1 34 single pole mcb 6 a to 32 a rating 35 double pole mcb 40 63 a 36 s&f following sizes (dia.) of isi marked medium duty pvc conduit along with accessories in surface / recessed using saddles, clamps, fastener as required includingcutting the wall and making good the same as required.group 1 25 mm 37 p & f phenolic laminated sheet 2.0 mm thick of size 75 mm dia. including screws, cup washer as required. 38 p & f following modular accessories made out of unbreakable and fire retardant poly carbonate with silver contacts including making connections testing etc. as required 5 step fan regulator 2 modulegr 1 39 p & f 18 swgm.s. recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm,12 mm dia rod fan hook with 100 mmlength extended on each side . 40 p&f of heavy duty capacitor start 900/1400 rpm single phase isi marked exhaustfan,is:2312 marked in existing opening including making connections testing etc. as required.group 1 380 mm sweep(900/1400 rpm) 41 p & f of gravity louver shutter of superior quality made out of frame of18 swg m.s. sheet & louvers made from 24 swg ms sheetwith enamel paint including cost of nuts, bolts, etc as reqd. up to 380 mm size 42 p & f of ip 20 led tube light 20 watt with external batten made from crca sheet steel suitable to replace t b/t 12 tube light, integral driver, 2000 luman + 5olo tolerarrce system luman efficiacy of 100 lm/ watt minimum expected life time of 25000 burning hours, cct 5700 i( ansi, cri 80, driver efficiency >850/o, life expectancy of driver rnin 30000 hrs. pf 0,95 at full load/ 230 volt ac.gr 1 43 p & f double ball bearing capacitor start, aluminium body & blade ceilingfanwith down rod up to 30 cm with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. 1200 mm sweep gr 1 44 p/laying p.v.c. insulated & p.v.c. sheathed cable of 1.1 kv grade with aluminium conductor of is:1554 p i of group2of approved makein ground as per is:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand,iind class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size.group 1 (armoured) in existing rcc/hume/stoneware pipe 10.0 sq.mm2 core 45 maintenance free gel earthingwithpipe in pipe / pipein striptechnologyfilled with anti corrosive conductive compound ( cpri tested )below the ground in 150 200 mm dia. earth pit & surrounding filled with required mineralfillingcompound ( mfc with pipe in pipe technology (inner pipe dia. / outer pipe dia. ) 80 100 micron gi coating should have hygroscopic property to retain the moisture for long time to create low resistance zone) and c.c.finished chamber covered with hinged type with locking arrangement c.i. cover,c.i. frame of size 300mm x 300mm complete testing of earth resistance as required. of following sizes. gi pipe 2000 mm long, 50 / 25mm, terminal 12 mm gi strip 46 p&f of ip65 protected led street light luminaire on existing bracket fixture made of powder coated single piece pressure die cast aluminum with heat dissipation fins on housing with uv stabilized pc/toughened glass cover (from 45w onwards) and should be secondary lens on each led the system level luminaire efficacy>= 100 with high power leds of cree/nichia/osram/philips/seoul make is to be used. the led driver shall be bis certified and input voltage ac 110 to 270v ac with input frequency 50 hz_+3% power factor >0.95 driver efficiency >85% thd (i) <10% humidity 10 % to 90% rh working temp 20c to 50c life expectancy equal or more than 50000 burning hrs with minimum 70% initial lumens maintained rendering index >75% surge protection shall be min_>5 kv internal and min 10 kv external manufactures work mark/name engraved/embossed on die cast housing to allow traceability/authenticity till life of fixture fixtures shall be ce approved. led street light fixture 60 watt 47 s & f of street light bracket made out from following size of b class gi pipe with heavy duty pole clamp, saddles suitable fastners etc. as required. 32 mm dia. 48 s & laying following size earth wire/stripin horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required. 8 swg copper wire 49 supplying and drawing pvc/ polythene insulated and pvc sheathed unarmoured/ armoured telephone cable with 0.5 mm dia. tinned /annealed copper conductor taped &confirming to itd specification s/ws 113c ofapproved make in existingsurface or recessed conduit/casing capping. unarmoured telephone cable in existingsurface or recessed conduit/casing capping. 2 pair 50 p & f isi markedflush type single line telephone jack including making connection testing etc. as required. 51 supply , drawing and testing of 4 pair, 24 awg utp cat 6 cable as per latest ammendments of tia /eia 568 b.2 1 specifications in existing ms/pvc conduits including making connections to information outlets and patch panels with ferruling at both ends for identification with necessary tools for punching, stripping, crimping and testing required 52 supply and installation of information outlets made of high impact plastic body abs fr grade with spring loaded collapsible shutters in jack recess, suitable for cat 6 application complying to latest ammendments eia/ tia 568 b.2 1 specifications in existing modular /ms boxes along with necessory connections as required 53 supply & fixing of faceplate for flush / surfacemount information outlets single aperture with screw hole covers & icon tree size 86mmx86mm single aperture 54 providingandfixingpccfoundationforelectrical equipment like ht panels, transformers etc.,in 1:2:4 mix(1cement:2coarsesand:4gradedstone aggregate20mmnominalsize)includingnominal reinforcement,necessaryexcavation,shutteringand centering etc., complete forelectrical equipment likeht panels, transformers etc foundations. 55 supply,layingandcommissioningof followingsize 1.1kv grade xlpe insulated armoured aluminium conductor under ground cable, in built up cable trench/ already laidrcc humepipeoroncabletraywithall installationmaterials.whenthecableistobelaidin ground,thesameshallbelaidatadepthof750mm below ground level including excavation in any type of soilincludingsdr&hardrockandrefillingofearth aftercablesarelaid,providingprotectionwithsand and bricks at sides and top and cable route markers at every15mtr.intervalandalsoat theturnings.the cableshallconformtois7098/parti.andlayingof cables as per is:1255. 3.5c x 120sq.mm 56 providingdoublecompressionendterminationsfor the cable specified above with compression type gland, lugs using crimping tool, insulation tape, identificationtagsetc.,includingendterminationand earthing of gland. 3.5c x 120sq.mm 57 providingmaintenancefreeearthstationwith consisting of 40mm dia, standard length (as per equipment supplier) electrode capsule, filled with earth enhancing compound, seald at both ends and brazed leadforconnectionatoneend,suitablefordirect installation at site, at a depth of 2.5mtrs. earth enhancementcompounduptoadepthof2.0meters arroundtheelectrodecapsule.brickchamber&ci cover complete. 58 supplyandlayingoffollowingsizestripsincluding excavationinanytypeofsoilincludingsdr&hard rock and refilling of earth when laid in ground and with allfixingaccessorieswhenlaidinsidethebuilding including all necessary interconnections with earth station and equipments. 25x5mm copper strip with sleeve 59 supply and fixing of following size gi perforated cable traymadeoutof2mmthickgisheetandthetray covered with 2mm thick gi cover including ms supports for fixing the tray,anchor fastenersand including2runsof25x3mmgistripalongwithcable tray etc., complete as required. 150mm x 50mm 60 supply and laying of 50 mm diadia. class b gi pipes for cable/wire protection below ground works. ...

Medical And Health Services - Rajasthan

28640411 civil work for psa plant at db hospital churu earth work in excavation by mechanical means (hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed:all kinds of soil 3 filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and lead upto 1.5mtr 4 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. m15 grade nominal mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). 5 m10 grade nominal mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). 6 centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 7 providing and fabricating reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. thermo mechanically treated bars (conforming of relevent is code) 8 providing and laying in position specified grade ofcement concrete forall rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( as required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix 9 brick masonry with f.p.s. bricks of class designation 75 infoundation and plinth with bricks cement mortar 1 : 4 (1 cement : 4 coarse sand) 10 brick work with f.p.s. bricks of class designation 75 in superstructure above plinth level upto floor v level in all shapes and sizes in :cement mortar 1 : 4 (1 cement : 4 coarse sand) 11 providing and fixing 1mm thick m.s. sheet sliding shutters with frame & diagonals braces of 40 x 40 x 6mm. angle iron 3mm m.s. gusset plates at the junction and corners, 25mm dia pulley 40x40x6mm angle and t iron guide at the top and bottom respectively including applying a priming coat of approved steel primer. 12 structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete. 13 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.75mmthickwith20mmthicknominalsizeaggregate. 14 providing corrugated g.s. sheet roofing including vertical / curved surface fixed with polymer coated j or l hooks, bolts and nuts 8 mm diameter with bitumen and g.i. limpet washers or with g.i. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/ vertical or curved surfaces)excluding the cost of purlins, rafters and trusses and including cutting to size and shape whenever required. 0.63 mm thick with zinc coating not less than 275 gm/m2 15 p&f rigid pvc pipe (is:4985 mark) class ii/ (4 kg. /cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia 16 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. 17 6mm thick cement plaster 1:3 ( 1cement : 3fine sand) finished with a floating coat of neat cement and thick coat oflime wash on top of walls when dry for bearing of r.c.c slabs and beams. 18 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 base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). 19 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: newwork(twoormorecoats)overandincludingscrappingandprimingcoatwithcement primer. 20 painting with synthetic enamel paint of approved brand and manufacture togive an even shade : two or more coats on new work 21 supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size. 50mm x 50mm x 3.15mm 22 excavating trenches of required width for pipes cables etc. including excavation for sockets, depth up to 1.5 mtr. including taking out the excavated materials, refilling the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 mtr. pipes, cables etc. exceeding 300mm dia but not exceeding 600mm dia. 23 wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper conductor 1.1 kv gradeand 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper earth conductor 1.1 kv grade (is:694) ofapproved make in surface / recessed isi marked medium duty pvc conduit & its accessories, round tiles,hot dipped galvanized modular box with earth terminal, 6 a modular switch,modular plate with grid plate,screws,making connections, testing etc. as required.gr 1 24 short point (up to 3 mtr.) 25 medium point (up to 6 mtr.) 26 long point(up to 10 mtr.) 27 wiring of 3 pin 5 amp. light plug point with 1.5 sq. mm nominal sizefr pvc insulated unsheathed flexible copper conductor 1.1 kv gradeand 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper earth conductor 1.1 kv grade(is:694) of approved makein surface / recessed isi marked medium duty pvc conduit & its accessories, hot dipped galvanized m.s modular box of 20 swg with earth terminal, 6 a modularswitch, 6 a modular socket, modular plate with grid plate, screws, making connections, testing etc. as required.gr 1 on board 28 supplying and fixing of power plug point modular accessories on hot dipped galvanized modular on surface or in recessed with suitable size of grid plate with cover plate including cost ofmodular 16 amp. switch and socket outlet, making connection , testing , etc. as required.gr 1 29 supplying and drawing fr pvc insulated & unsheathed flexible copper conductor isi marked (is:694) of 1.1 kv grade and approved make in existingsurface or recessed conduit/casing capping including making connections etc. as required.g1 30 2 x 2.5 sq. mm. + 1x1.5sqmm 31 2 x 4.0 sq. mm. + 1 x 2.5 sq. mm. 32 p&f recessed/ surface mounting heavy duty horizontal type sheet steel distribution board phophatised/ powder painted complete with copper bus bar, shorting link , neutral link, earth link and din bar, conforming to is13032 & is8623 including making internal dbterminations with copper lugs , testing etc. as required.g1 double door (single phase) 12 way 33 p&f 240/415 v mcb of breaking capacity not less than 10 ka (b/ c/ d tripping characteristic) isi marked is 8828(1996)]/ conforming to iec 60898 in existing board/sheets including making connections with lugs, testing etc. as required.group 1 34 single pole mcb 6 a to 32 a rating 35 double pole mcb 40 63 a 36 s&f following sizes (dia.) of isi marked medium duty pvc conduit along with accessories in surface / recessed using saddles, clamps, fastener as required includingcutting the wall and making good the same as required.group 1 25 mm 37 p & f phenolic laminated sheet 2.0 mm thick of size 75 mm dia. including screws, cup washer as required. 38 p & f following modular accessories made out of unbreakable and fire retardant poly carbonate with silver contacts including making connections testing etc. as required 5 step fan regulator 2 modulegr 1 39 p & f 18 swgm.s. recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm,12 mm dia rod fan hook with 100 mmlength extended on each side . 40 p&f of heavy duty capacitor start 900/1400 rpm single phase isi marked exhaustfan,is:2312 marked in existing opening including making connections testing etc. as required.group 1 380 mm sweep(900/1400 rpm) 41 p & f of gravity louver shutter of superior quality made out of frame of18 swg m.s. sheet & louvers made from 24 swg ms sheetwith enamel paint including cost of nuts, bolts, etc as reqd. up to 380 mm size 42 p & f of ip 20 led tube light 20 watt with external batten made from crca sheet steel suitable to replace t b/t 12 tube light, integral driver, 2000 luman + 5olo tolerarrce system luman efficiacy of 100 lm/ watt minimum expected life time of 25000 burning hours, cct 5700 i( ansi, cri 80, driver efficiency >850/o, life expectancy of driver rnin 30000 hrs. pf 0,95 at full load/ 230 volt ac.gr 1 43 p & f double ball bearing capacitor start, aluminium body & blade ceilingfanwith down rod up to 30 cm with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. 1200 mm sweep gr 1 44 p/laying p.v.c. insulated & p.v.c. sheathed cable of 1.1 kv grade with aluminium conductor of is:1554 p i of group2of approved makein ground as per is:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand,iind class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size.group 1 (armoured) in existing rcc/hume/stoneware pipe 10.0 sq.mm2 core 45 maintenance free gel earthingwithpipe in pipe / pipein striptechnologyfilled with anti corrosive conductive compound ( cpri tested )below the ground in 150 200 mm dia. earth pit & surrounding filled with required mineralfillingcompound ( mfc with pipe in pipe technology (inner pipe dia. / outer pipe dia. ) 80 100 micron gi coating should have hygroscopic property to retain the moisture for long time to create low resistance zone) and c.c.finished chamber covered with hinged type with locking arrangement c.i. cover,c.i. frame of size 300mm x 300mm complete testing of earth resistance as required. of following sizes. gi pipe 2000 mm long, 50 / 25mm, terminal 12 mm gi strip 46 p&f of ip65 protected led street light luminaire on existing bracket fixture made of powder coated single piece pressure die cast aluminum with heat dissipation fins on housing with uv stabilized pc/toughened glass cover (from 45w onwards) and should be secondary lens on each led the system level luminaire efficacy>= 100 with high power leds of cree/nichia/osram/philips/seoul make is to be used. the led driver shall be bis certified and input voltage ac 110 to 270v ac with input frequency 50 hz_+3% power factor >0.95 driver efficiency >85% thd (i) <10% humidity 10 % to 90% rh working temp 20c to 50c life expectancy equal or more than 50000 burning hrs with minimum 70% initial lumens maintained rendering index >75% surge protection shall be min_>5 kv internal and min 10 kv external manufactures work mark/name engraved/embossed on die cast housing to allow traceability/authenticity till life of fixture fixtures shall be ce approved. led street light fixture 60 watt 47 s & f of street light bracket made out from following size of b class gi pipe with heavy duty pole clamp, saddles suitable fastners etc. as required. 32 mm dia. 48 s & laying following size earth wire/stripin horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required. 8 swg copper wire 49 supplying and drawing pvc/ polythene insulated and pvc sheathed unarmoured/ armoured telephone cable with 0.5 mm dia. tinned /annealed copper conductor taped &confirming to itd specification s/ws 113c ofapproved make in existingsurface or recessed conduit/casing capping. unarmoured telephone cable in existingsurface or recessed conduit/casing capping. 2 pair 50 p & f isi markedflush type single line telephone jack including making connection testing etc. as required. 51 supply , drawing and testing of 4 pair, 24 awg utp cat 6 cable as per latest ammendments of tia /eia 568 b.2 1 specifications in existing ms/pvc conduits including making connections to information outlets and patch panels with ferruling at both ends for identification with necessary tools for punching, stripping, crimping and testing required 52 supply and installation of information outlets made of high impact plastic body abs fr grade with spring loaded collapsible shutters in jack recess, suitable for cat 6 application complying to latest ammendments eia/ tia 568 b.2 1 specifications in existing modular /ms boxes along with necessory connections as required 53 supply & fixing of faceplate for flush / surfacemount information outlets single aperture with screw hole covers & icon tree size 86mmx86mm single aperture 54 providingandfixingpccfoundationforelectrical equipment like ht panels, transformers etc.,in 1:2:4 mix(1cement:2coarsesand:4gradedstone aggregate20mmnominalsize)includingnominal reinforcement,necessaryexcavation,shutteringand centering etc., complete forelectrical equipment likeht panels, transformers etc foundations. 55 supply,layingandcommissioningof followingsize 1.1kv grade xlpe insulated armoured aluminium conductor under ground cable, in built up cable trench/ already laidrcc humepipeoroncabletraywithall installationmaterials.whenthecableistobelaidin ground,thesameshallbelaidatadepthof750mm below ground level including excavation in any type of soilincludingsdr&hardrockandrefillingofearth aftercablesarelaid,providingprotectionwithsand and bricks at sides and top and cable route markers at every15mtr.intervalandalsoat theturnings.the cableshallconformtois7098/parti.andlayingof cables as per is:1255. 3.5c x 120sq.mm 56 providingdoublecompressionendterminationsfor the cable specified above with compression type gland, lugs using crimping tool, insulation tape, identificationtagsetc.,includingendterminationand earthing of gland. 3.5c x 120sq.mm 57 providingmaintenancefreeearthstationwith consisting of 40mm dia, standard length (as per equipment supplier) electrode capsule, filled with earth enhancing compound, seald at both ends and brazed leadforconnectionatoneend,suitablefordirect installation at site, at a depth of 2.5mtrs. earth enhancementcompounduptoadepthof2.0meters arroundtheelectrodecapsule.brickchamber&ci cover complete. 58 supplyandlayingoffollowingsizestripsincluding excavationinanytypeofsoilincludingsdr&hard rock and refilling of earth when laid in ground and with allfixingaccessorieswhenlaidinsidethebuilding including all necessary interconnections with earth station and equipments. 25x5mm copper strip with sleeve 59 supply and fixing of following size gi perforated cable traymadeoutof2mmthickgisheetandthetray covered with 2mm thick gi cover including ms supports for fixing the tray,anchor fastenersand including2runsof25x3mmgistripalongwithcable tray etc., complete as required. 150mm x 50mm 60 supply and laying of 50 mm diadia. class b gi pipes for cable/wire protection below ground works. ...

Urban Improvement Trust - Rajasthan

28525982 drain construction work on both sides of the road located in front of 100 feet road and plot number 20 45 355 55 30 in sector no. 3 , demolishing cement concrete including disposal of material within 50 meters lead :1 : 3 : 6 or richer mix. , earth work inexcavation in foundation trenches or drains including dressing of sides and ramming of bottoms , lift up to 1.5 mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter . all kinds of soil. , providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering – all work up to plinth level. 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size ) . , random rubble dry stone kharanja under floor , random rubble stone masonry for foundation and plinth in cement sand mortar above 30cm thick wall in:cement mortar 1:6 ( 1 cement:6 sand ) , providing and laying in position specified grade of cement concrete for rcc structural elements upto plinth levelincluding curing, compaction, finishing with rendering in cement sand mortar 1:3 ( 1 cement:3 coarse sand ) and making good the joints excluding the cost of centering, shuttering and reinforcementm20 grade nominal mix. , providing stone slab covering over drains including filling of joints in cement sand mortar 1 : 3 with 35mm thick cement concrete flooring 1 : 2 : 4 mix complete with good finish with :stone slab 40 to 50mm thick average , providing and fabricating reinforcement for r.c.c work including straightening, cutting , bending, placing in position and binding ( including cost of binding wire ) all complete up to floor three level . thermo mechanically treated bars ( conforming of relevent is code ) , providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. m20 grade nominal mix ( with grade stone aggregate 20 mm nominal size ) , plaster on new surface on walls in cement sand mortar 1:4 includng racking of joints etc. complete fine finished 20 mm thick. , pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like with pumping set of 5 to 9 hp including pol / power consumption etc complete . , providing and fixing cow catcher made of r.s. joist angles channels ms rounds including cutting welding and fabrication with priming coat of red oxide ( as per design ) . , providing, laying & fixing in position rcc spun or hume pipes isi marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per morth specfication : clause : 1000 & 2900.900 mm dia. , providing and fixing of reinforced ferro cement drain cover designed for class aa loading duly marked on cover with adequate steel reinforce ment having thickness 150 mm, anti corrosive bitumen painted m.s. plate, rim and on m.s. lifting hooks, admixture like plastisizer bond improving compound, shrinkage resistant compound, abrasion resistant complete as per approved design etc. a a class loading 1000x800mm ( 150 mm thick ) , 1500x600 ( 150 mm thick ) ...

Jaipur Development Authority - Rajasthan

27853065 misc. civil repair work in zone 1 area jda jaipur ( arc ) 1.10 earth work in excavation by mechanical means ( hydraulic excavator ) / manual mea ns over areas ( exceeding 30cm in depth. 1.5m in width as well as 10 sum on plan ) including disposal of excavated earth, lead upto 50m and lift upto 1.5m , disposed earth to be levelled and neatly dressed: all kinds of soil 1500.000 cum 109.80 164700.00 inr one lakh sixty four thousand seven hundred only 2.00 carriage of earth, sand, lime, morrum manure or sludge. for 10 km 3500.000 cum 67.05 234675.00 inr two lakh thirty 15.10 m20 grade nominal mix 1: 1.5: 3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size ) . 75.000 cum 3246.30 243472.50 inr two lakh forty three thousand four hundred & seventy two and paise fifty only 15.20 m10 grade nominal mix 1: 3: 6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size ) . 200.000 cum 2398.50 479700.00 inr four lakh seventy nine thousand seven hundred only 16.00 centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. 75.000 sqm 99.00 7425.00 inr seven thousand four hundred & twenty five only 17.00 providing and fabricating reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding ( including cost of binding wire ) all complete up to floor five level. hot rolled deformed bars ( is : 1139 ) . 800.000 kg 61.20 48960.00 inr forty eight thousand nine hundred & sixty only 18.00 stone work ( machine cut edges ) for wall cladding / veneering work up to 10m height with 20 to 30 mm thick red sand stone ( karauli ) and backing filled with a grout of 12mm thick cement mortar 1:3 ( 1 cement : 3 coarse sand ) including pointing in white cement mortar 1:2 ( 1 white cement : 2 stone dust ) with an admixture of pigment matching the stone shade : ( to be secured to the backing by means of cramps which shall be paid separately ) exposed face machine cut 100.000 sqm 1558.80 155880.00 inr one lakh fifty five thousand eight hundred & eighty only 19.00 supplying and fixing machine cut fine dressed red / pink sand stone dasa or coping, with full moulding if required laid on cement mortar 1:4 including pointing with admixture of pigment matching with the stone shade. 25 mm thick 100.000 sqm 775.80 77580.00 inr seventy seven thousand five hundred & eighty only 20.00 providing and fixing stone jali 40mm thick red / pink sand stone throughout in cement mortar 1:3 ( 1 cement : 3 coarse sand ) including pointing in white cement mortar 1:2 ( 1 white cement : 2 stone dust ) with an admixture of pigment, matching the stone shade, jali patterns to be cut square to jali slab without any chamfers etc: 25.000 sqm 4895.10 122377.50 inr one lakh twenty two thousand three hundred & seventy seven and paise fifty only bidder name : sl. no. item description quantity units estimated rate total amount total amount in words price schedule ( this boq template must not be modified / replaced by the bidder and the same should be uploaded after filling the relevent columns, tender inviting authority: jaipur development authority, jaipur name of work : misc. civil repair work in zone 1 area jda jaipur ( arc ) contract no: ee 1 / 01 / 2021 22 21.00 providing, hoisting and fixing up to floor five level precast cement concrete jali 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 6mm nominal size ) reinforced with 1.6 mm dia mild steel wire including centring and shuttering, roughening cleaning, fixing and finishing in ( 1 cement : 3 fine sand ) etc complete as per approved design excluding plastering of jambs, sills and soffits 50mm thick 50.000 sqm 393.30 19665.00 inr nineteen thousand six hundred & sixty five only 22.00 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats, or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 4000.000 kg 66.60 266400.00 inr two lakh sixty six thousand four hundred only 23.00 providing and fixing stone slab covering over drains kota / bijoliya quarry ) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix complete with good finish as per approved drawings and pecifications.for drain opeining size 601 to 1000 mm stone patty drain cover size 1500mm x 600mm x 150mm 50.000 per sqm. 927.00 46350.00 inr forty six thousand three hundred & fifty only 24.00 supply of ‘l’ type bollard made out of 1.25 mm thick m.s. sheet height 134 cm, welded in circular type ring section having upper dia 15 cm. and lower dia 21 cm with another attachment of 15x15 cm circular section with 15 cm. face plate and hold fast at bottom, whole body is processed in white stoving enamel and red reflective 3 hands, each of 7.5 cm end one reflective sheet of 15 cm. dia provided to it complete in all respect. 50.000 each 1435.50 71775.00 inr seventy one thousand seven hundred & seventy five only 25.00 supply of swiss type of hazard marker, made out of 2 mm thick m.s. sheet size of box is 15x15 cm with hold fast at bottom, the body is painted in orange stoving enamel paint with white / high intensity grade micro prismatic type sheeting, on all four side. 200.000 each 787.50 157500.00 inr one lakh fifty seven thousand five hundred only 26.00 providing and fixing of reinforced ferro cement drain cover designed for class aa loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti corrosive bitumen painted m.s. plate rim and on m.s. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. bidder name : sl. no. item description quantity units estimated rate total amount total amount in words price schedule ( this boq template must not be modified / replaced by the bidder and the same should be uploaded after filling the relevent columns, tender inviting authority: jaipur development authority, jaipur name of work : misc. civil repair work in zone 1 area jda jaipur ( arc ) contract no: ee 1 / 01 / 2021 22 26.10 for drain opeining size 451 to 700 mm standard drain cover size 1000mm x 800mm x 100mm 150.000 sqm 1579.50 236925.00 inr two lakh thirty six thousand nine hundred & twenty five only 26.20 for drain opeining size 701 to 1200 mm standard drain cover size 1500mm x 600mm x 125mm 150.000 sqm 2011.50 301725.00 inr three lakh one thousand seven hundred & twenty five only 26.30 for drain opeining size 1201 to 1500 mm standard drain cover size 2100mm x 500mm x 150mm 20.000 sqm 2871.00 57420.00 inr fifty seven thousand four hundred & twenty only 27.00 providing and fixing reinforced concrete precast kerb stone or dand r.mtr of m 20 grade cement concrete 120 cm long having 4 nos. bars of 8 mm dia hysd and stirrups 6 nos of 6 mm dia as per is with in built provision of interlocking of jointing and lifting compaction of reinforced concrete by mechanical and table vibrators jointing at site with cement mortar 1:4 complete in all respect as directed by engineer incharge on: 100 mm thick cement concrete 1:4:8 ( 1 cement : 4 coarse sand : 8 stone aggregate 20 mm thick nominal size ) including excavation of earth and cutting of bt road cutting of wbm road etc. and disposal of surplus material with all lead and lift. the size of kerb shall be ( 11.5+16.5 ) / 2*30+ ( 16.5*7.5 ) 50.000 p.rmt 617.00 30850.00 inr thirty thousand eight hundred & fifty only 28.00 p / f precast rcc pole ( bollard ) 2.00 m height as per approved design and drawing by jda for chain link in m 20 grade including handling carriage complete with synthetic paint of approved brand to give an even shade two or more coats with providing and fixing m.s flats for locking arrangement for m.s chain made of 2 nos m.s flats 25×8 mm and 15 cm length with 2 nos holes in each flats and clamping with nut and bolts of size 50×6 m dia complete in all respect as per the approval of engineer incharge. 30.000 each 3652.00 109560.00 inr one lakh nine thousand five hundred & sixty only 29.00 fabricating, providing and fixing m.s chain consisting of cl square pyramids on both sides having central base of size 25×25mm duly engraved jda ( year of fabrication ) and having a groove on two sides in the middle portion. the overall height on the pyramid should be 100 mm ( the total weight should not be less than 270 gms ) and housed in m.s ring of 16 mm dia m.s round bars having cut length of 300 mm the weight of chain should not be less than 14.4 kg per m length including priming with zinc cromate of approved quality as per the direction of engineer in charge and as per approved pattern. 1500.000 kg 115.00 172500.00 inr one lakh seventy two thousand five hundred only bidder name : sl. no. item description quantity units estimated rate total amount total amount in words price schedule ( this boq template must not be modified / replaced by the bidder and the same should be uploaded after filling the relevent columns, tender inviting authority: jaipur development authority, jaipur name of work : misc. civil repair work in zone 1 area jda jaipur ( arc ) contract no: ee 1 / 01 / 2021 22 30.00 removing & refixing of precast concrete interlocking paving blocks recovered item from site 60 mm to 100 mm thick laid on average 50 mm thick bed of coarse sand joint be filled with fine sand laying procedure on compacted sub base as define etc. complete as per direction of engineer incharge with all lead and lift. 4000.000 sqm 60.00 240000.00 inr two lakh forty thousand only 31.00 finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: new work ( two or more coats applied @ 3.84 kg / 10 sqm ) . 1000.000 sqm 33.30 33300.00 inr thirty three thousand three hundred only 31.10 old work ( one or more coats ) . 5000.000 sqm 13.50 67500.00 inr sixty seven thousand five hundred only 32.00 painting with synthetic enamel paint of approved brand andmanufacture to give an even shade : two or more coats on new work 1000.000 sqm 39.60 39600.00 inr thirty nine thousand six hundred only 32.10 one or more coats on old work. 5000.000 sqm 18.00 90000.00 inr ninety thousand only 33.00 cement concrete pavement construction of un reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 ( grade ) , coarse and fine aggregates conforming to is:383 , maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork ( steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing ) , spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound and water finishing to lines and grade as per drawing and mord specification clause 1501 including vaccum dewatering process with all required equipments 50.000 cum 5188.50 259425.00 inr two lakh fifty nine thousand four hundred & twenty five only bidder name : sl. no. item description quantity units estimated rate total amount total amount in words price schedule ( this boq template must not be modified / replaced by the bidder and the same should be uploaded after filling the relevent columns, tender inviting authority: jaipur development authority, jaipur name of work : misc. civil repair work in zone 1 area jda jaipur ( arc ) contract no: ee 1 / 01 / 2021 22 34.00 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on gi pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with m 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and mord specification clause 1701 34.10 600 mm equilateral triangle 20.000 each 2430.00 48600.00 inr forty eight thousand six hundred only 34.20 600 mm circular 20.000 each 3330.00 66600.00 inr sixty six thousand six hundred only 34.30 800 mm x 600 mm rectangular 20.000 each 4770.00 95400.00 inr ninety five thousand four hundred only 35.00 providing and erecting direction and place identification retro reflectorised sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia gi pipe firmly fixed to the ground by means of properly designed foundation with m 15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and tehnical specification clause 1701 50.000 sqm 8235.00 411750.00 inr four lakh eleven thousand seven hundred & fifty only 36.00 marking centre line and stop lines etc. on road as per irc pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 c with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements 500.000 sqm 436.50 218250.00 inr two lakh eighteen thousand two hundred & fifty only 37.00 providing and fixing pvc bump speed breakers size 350 mm x 250 mm x 50 mm fitted with key hooks complete with labour material and traffic diversion arrangements. 200.000 r.mtr. 1926.00 385200.00 inr three lakh eighty five thousand two hundred only 38.00 removing and refixing of pre cast kerb stone obtained from site and fixing at as per direction of engineer in charge over 100 mm thick c.c. 1:4:8 and jointing of kerbs with cement morter 1:4 including cost of loading unloading transporting and curing complete in all respect as per direction of engineer in charge. 2000.000 rmtr 40.00 80000.00 inr eighty thousand only bidder name : sl. no. item description quantity units estimated rate total amount total amount in words price schedule ( this boq template must not be modified / replaced by the bidder and the same should be uploaded after filling the relevent columns, tender inviting authority: jaipur development authority, jaipur name of work : misc. civil repair work in zone 1 area jda jaipur ( arc ) contract no: ee 1 / 01 / 2021 22 39.00 p & f of cement concrete precast kerb or dand of m20 grade upto 60 cm length over 20 mm thick base of cement mortar 1:6 including earth work, cutting of b / t road, cutting of wbm road etc. & jointing with cement mortar 1:4 grouted 125 mm in ground of hape as approved by engineer in charge. the rates are inclusive of providing, laying and compacting base concrete 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggregate of 20 mm thick nominal size ) 100 mm thick below dand / kerb complete in all respect. the size of kerb be 15 cm x 32.5 cm with round at top. 3000.000 rmt 106.00 318000.00 inr three lakh eighteen thousand only 40.00 providing and laying precast reinforced cement concrete box culvert section of m 40 grade designed for aa class loading as per irc specifications including to effect of impact, eq etc. complete on form base of 200mm thick lean concrete of m 10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures construction of drain for diversion of flowing water cost of design of rcc precast box and its proof checking from iit / mnit jaipur complete in all respect as per specifications 41.00 size 1.00 m x 1.00 m 50.000 rmtr 15457.00 772850.00 inr seven lakh seventy two thousand eight hundred & fifty only 42.00 supply of jcb ( excavator cum loader ) type 3d on hire including pol & driver at different sites as directed by engineer in charge. 300.000 per hour 745.00 223500.00 inr two lakh twenty three thousand five hundred only 43.00 supplying of 35 hp diesel tractor trolly with hydraulic lift trolley on hire with driver, cleaner and pol at different sites of jda region as directed by engineer in charge. 300.000 per shift of 8 hrs 1290.00 387000.00 inr three lakh eighty seven thousand only 44.00 supply of hydraulic proclain bucket capacity above 0.75 cum for flood control works in jda region, jda, jaipur including all transportation loading, unloading charges completely. 80.000 hours 2500.00 200000.00 inr two lakh only 45.00 supplying of 35 hp diesel tractor with blade on hire with driver, cleaner and pol at different sites of jda region at directed by engineer in charge. 50.000 per shift of 8 hrs 1050.00 52500.00 inr fifty two thousand five hundred only 46.00 supply of dumpers on hire charges with driver, cleaner and pol different sites of jda region as directed by engineer in charge. 200.000 per shift of 8 hrs 2680.00 536000.00 inr five lakh thirty six thousand only 47.00 beldar 2000.000 per day 153.00 306000.00 inr three lakh six thousand only bidder name : sl. no. item description quantity units estimated rate total amount total amount in words price schedule ( this boq template must not be modified / replaced by the bidder and the same should be uploaded after filling the relevent columns, tender inviting authority: jaipur development authority, jaipur name of work : misc. civil repair work in zone 1 area jda jaipur ( arc ) contract no: ee 1 / 01 / 2021 22 48.00 raising / lowering of masonary manhole chamber of sewer system including lifting the r.c.c. roof slab dismentling / increasing the height of masonary wall with cement mortar 1:4, replacing back the displaced r.c.c. roof slab in position, including repairing of joint to the entire satisfaction of engineer in charge. the work includes providing barricading during construction, putting sign board / cauton board for safety purpose, providing material like cement, sand, required stone and all tuman masonary where ever required and all machinery like crane, tools and plants required for the job in all respect. work also includes curing where ever required and site clearance. ( dir. engg. / d 143 dt. 28.02.2011 ) 50.000 nos. 1500.00 75000.00 inr seventy five thousand only 49.00 refebrication work with existing steel work including cutting, welding & refebrication as per requirement with fixing at site complete as per direction of engineer in charge 6000.000 kg 21.60 129600.00 inr one lakh twenty nine thousand six hundred only 50.00 demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of engineerin charge. 1: 3: 6 or richer mix. 50.000 cum 397.80 19890.00 inr nineteen thousand eight hundred & ninety only 51.00 demolishing cc / r.c.c. work by mechanical power driven means and stockpiling at designated locations and disposal of dismentled material up to to lead of 50 m, stacking serviceable and unserviceable material seperately including cutting reinforcement bars 50.000 cum 612.90 30645.00 inr thirty thousand six hundred & forty five only 52.00 providing and laying of boulder apron laid in wire crates with 4 mm dia gi wire conforming to is:280 and is:4826 in 100 mm x 100 mm mesh ( woven diagonally ) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and mord specifications clause 1301 600.000 cum 1305.00 783000.00 inr seven lakh eighty three thousand only 53.00 120cm. high fencing with angle iron posts 50x50x6mm. placed at every 3 mtr. apart 30cm. in ground embedded in cement concrete 1:3:6 ( 30x30x45cm ) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with g.i. staple including earth work in excavation etc. complete. 400.000 mtr 349.20 139680.00 inr one lakh thirty nine thousand six hundred & eighty only bidder name : sl. no. item description quantity units estimated rate total amount total amount in words price schedule ( this boq template must not be modified / replaced by the bidder and the same should be uploaded after filling the relevent columns, tender inviting authority: jaipur development authority, jaipur name of work : misc. civil repair work in zone 1 area jda jaipur ( arc ) contract no: ee 1 / 01 / 2021 22 54.00 providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 ( 1 cement: 3 coarse sand ) and making good the joints and cost of plastizers ( if required ) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix 50.000 cum 2961.00 148050.00 inr one lakh forty eight thousand &fifty only 54.10 part b ( non bsr item ) 55.00 providing and fixing of pink sand stone slab of size 1800 x600 mm of thickness 50 mm including cutting and finishing of all sides as per drawing and including all charge like loading unloading and transporting complete with placing in position carefully with crane and complete in all respect as per direction of engineer in charge. 1.000 each 8396.00 8396.00 inr eight thousand three hundred & ninety six only 56.00 providing and fixing of pink sand stone block of size 1200 x550x750 mm including cutting and finishing of all sides as per drawing and including all charge like loading unloading and transporting complete with placing in position carefully with crane and complete in all respect as per direction of engineer in charge. 1.000 each 24288.00 24288.00 inr twenty four thousand two hundred & eighty eight only 57.00 providing and fixing of pink sand stone 225 mm circular pillar of bansi paharpur and height of pillar shall be 3 mt including carving as per drawing and all charge like labor charges for fixing and material required for fixing like earldite, white cement, pigment and all scafffolding required etc complete in all respect as per direction of engineer in charge. 2.000 each 19194.00 38388.00 inr thirty eight thousand three hundred & eighty eight only 58.00 providing and fixing of pink sand stone block of size 750 x750x750 mm including cutting and finishing of all sides as per drawing and including all charge like loading unloading and transporting complete with placing in position carefully with crane and complete in all respect as per direction of engineer in charge. 2.000 each 21044.00 42088.00 inr forty two thousand &eighty eight only 59.00 providing and laying coarse textured rumble strips made of mastic asphalt 200 300 mm wide and 20 30 mm height, at 1000 mm apart ( one set of 6 strips ) in the full width of carriage way with paving grade bitumen meeting the requirement and laid after cleaning the surface as per direction of engineer incharge 1000.000 rmt. 304.00 304000.00 inr three lakh four thousand only bidder name : sl. no. item description quantity units estimated rate total amount total amount in words price schedule ( this boq template must not be modified / replaced by the bidder and the same should be uploaded after filling the relevent columns, tender inviting authority: jaipur development authority, jaipur name of work : misc. civil repair work in zone 1 area jda jaipur ( arc ) contract no: ee 1 / 01 / 2021 22 60.00 painting one or more coats on new work with cement based water proofing paint of approved brand ( make: asian, dr. fixit or equivalent ) on concrete surface after through cleaning of surface as per drawing and direction of engineer in charge. 8000.000 sqm 109.00 872000.00 inr eight lakh seventy two thousand only 61.00 providing and fixing red granite cobbles of sizes 100 mm x 100 mm x 50 mm approved quality and shade as per design with cement mortar 1:4 ( 1 cement : 4 course sand ) jointed with white cement slurry mixed with pigment to match the shade of cobbles including cleaning the cobbles complete 25.000 sqm 3700.00 92500.00 inr ninety two thousand five hundred only 62.00 s / f of 750 mm high ( above ground level ) bansi paharpur. decorative tapered ballustrade ( bollard ) of single stone piece as per approved design and drawing complete including making hole in rcc / cc with air compressor machanism & making good the existing flooring in all respect as per direction of engineer in charge. 20.000 each 5670.00 113400.00 inr one lakh thirteen thousand four hundred only 63.00 hiirng charges of lokhanda including diesel , operational staff, mobil oil spares and lubricants etc. as per direction of engineer in chagre. 250.000 hr. 650.00 162500.00 inr one lakh sixty two thousand five hundred only 64.00 providing and fixing in the carriageway 100 mm thick interlocking concrete of shape as directed by engineer incharge pavers ( monolithic signle layer precast concrete blocks ) of grey cement colour having average crushing strength 50n / sq mm as per technical specifications placed on average compacted thickness of 40 mm uniformly graded river sand cushioning with proper compacting with mechanical compactor with the proper level grade and camber etc. complete as specified and as directed by the engineer etc four thousand six hundred & seventy five only 3.00 building rubbish stone metal ( grit and ballast etc. ) for 10 km 750.000 cum 72.45 54337.50 inr fifty four thousand three hundred & thirty seven and paise fifty only 4.00 brick work with f.p.s. bricks of class designation 75 in superstructure above plinth level upto floor v level in all shapes and sizes in : cement mortar 1 : 4 ( 1 cement : 4 coarse sand ) 50.000 cum 3112.20 155610.00 inr one lakh fifty five thousand six hundred & ten only 5.00 random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in: cement mortar 1:4 ( 1 cement : 4 sand ) . 200.000 cum 1984.50 396900.00 inr three lakh ninety six thousand nine hundred only 6.00 random rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in : cement mortar 1:4 ( 1 cement : 4 sand ) . 75.000 cum 2384.10 178807.50 inr one lakh seventy eight thousand eight hundred & seven and paise fifty only 7.00 plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20 mm thick 500.000 sqm 107.10 53550.00 inr fifty three thousand five hundred & fifty only 8.00 repair to stone masonary in cement sand mortar 1:6 with old and new stone. 250.000 sqm 165.60 41400.00 inr forty one thousand four hundred only 9.00 fine dressed & machine cut edges 30 35 mm thicksand stone flooring over 20 mm ( average ) thick base of cement mortar 1:4 ( 1 cement : 4 coarse sand ) jointed grey cement slurry mixed with pigment to match the shade of stone complete as per design drawing and instruction of ei red sand stone ( karauli stone ) 10.00 providing and fixing of precast concrete interlocking blocks of m 30 grade 60mm thick manufactured from fully computerised automatic stationery hydraullic vibropressed machine and fully computerised automatic batching plant of class a1 / a2 as per bs 6717:2001. the cc interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. laying procedure on compacted sub base as defined. complete job is to be executed as per the instruction of engineer incharge. the rates to be inclusive of all lead, lifts and taxes. general specification of blocks: 1 ) shape as defined by engineer incharge 2 ) tensile splitting strength and braking load as per bs 6717:2001 3 ) color: grey cement natural colour 4 ) variation in dimension: less than 1.6mm. 5 ) variation in thickness: less than 3.2mm 6 ) abrasion: as per bs: 6717:2001 5000.000 sqm 337.50 1687500.00 inr sixteen lakh eighty seven thousand five hundred only 11.00 providing and fixing designer cement concrete polished tiles over 20mm average thick base of cm 1 :4 ( 1 cement : 4 sand ) jointing with cement mortar 1 :2 ( 1cement : 2 sand ) with pigment to match the shade of the tiles complete with all respect. 300.000 sqm 967.50 290250.00 inr two lakh ninety thousand two hundred & fifty only 12.00 chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand ) light shade using shade cement. 150.000 sqm 356.40 53460.00 inr fifty three thousand four hundred & sixty only 13.00 rough chisel dressed kota stone 35 mm thick flooring of approved shade set in pattern over 20mm thick base of cement mortar 1:6 ( 1 cement : 6 coarse sand ) and pointing with cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects : 500.000 sqm 391.50 195750.00 inr one lakh ninety five thousand seven hundred & fifty only 14.00 filling available excavated earth ( excluding rock ) in trenches plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 2000.000 cum 40.50 81000.00 inr eighty one thousand only 15.00 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level....

Public Works Department - Rajasthan

27574848 various civil work , topiary figures , swings , gym equipments at various location i . e . sunset point garden area etc . for devdelopment and beautification of nagadari hills in historical mandore garden campus , jodhpur. 1 1 dismantling tile work in floors and roofs laid in cement mortor including stacking of serviceable material and disposal of unserviceable material within 50 meter lead : for thickness of tiles 10 mm to 25 mm. nat mandore garden bi01010001010000000000000515bi0100001113 100 sqm 2 2 dismantling stone rubble masonry including stacking of serviceable material and disposal of unserviceable material within 50 meters in cement mortar. bi01010001010000000000000515bi0100001114 184.5 cum 3 3 fine dressed stone flooring over 20 mm ( average ) thick base of cement mortar 1:4 ( 1cement : 4 coarse sand ) with joints finished flush. red sand stone size not less than 1350 cm2, a ) 40mm bi01010001010000000000000515bi0100001115 1099 sqm 4 4 earth work in excavation by mechanical means ( hydraulic excavator ) / manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sqm on plan ) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. all kinds of soils bi01010001010000000000000515bi0100001116 282.2 cum 5 5 carriage of earth, sand , line morrum, manure or sludge lead above 1 km. upto 10 km. bi01010001010000000000000515bi0100001117 522.2 cum 6 6 providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering all up to plinth level is 456 2000: 1:3:6 ( 1cement :3 course sand :6 graded stone aggregate 20 mm nominal size ) bi01010001010000000000000515bi0100001118 213.9 cum 7 7 random rubble stone masonary for foundation and plinth in cement sand mortar above 30 cm. thick wall is 1597 ( part i ) 1992 in : cement sand mortar 1:6 ( 1 cement:6 sand ) . bi01010001010000000000000515bi0100001119 92.48 cum 8 8 random rubble stone masonary for superstructure above plinth level one storey height above 30 cm. thick walls is 1597 ( part i ) 1992 in : cement sand mortar 1:6 ( 1 cement:6 sand ) . bi01010001010000000000000515bi0100001120 238.82 cum 9 9 extra for facing as per design and detailed specifications is 1597 ( part ii ) 1992 including additional cost of stones over item no. 6.1 & 6.2 for : course rubble facing second sort. bi01010001010000000000000515bi0100001121 545.13 sqm 10 10 rough chisel dressed stone flooring over 20mm ( av. ) thick base in cm 1:6 including pointing with cement mortar 1:2 ( 1 cement:2 stone dust ) with and admixture of pigment to match the shade of stone with joint thickness upto 15 mm:45 mm thick white sand stone. bi01010001010000000000000515bi0100001122 90 sqm 11 11 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: 25 mm thick. bi01010001010000000000000515bi0100001123 258 sqm 12 12 providing and laying chequerred plain cement concrete embossed specially manufactured non slipping tiles of approved make 20 mm thick laid on 20 mm thick bed of cement mortar 1:6 jointed with neat cement slurry complete. add extra for chequerred coloured plain cement concrete or specially manufactured non slipping tiles of approved make 20 mm thick. bi01010001010000000000000515bi0100001125 200 sqm 13 13 providing and fixing jodhpur red stone jali ( three line dressed ) with thambali as per the picture shown and as per the old pattern as constructed at canal bridge of mandore garden. height of middle portion of jali is 21, width at middle portion is 7.5 , thickness of bottom and top portion is 9.5 ( bottom design stone in 2 pieces as per old design and bottom & top dasa made perfectly even ) . work must be done as per the old design approved by engineer incharge including cost of material, labour and chiesel dressing ( talpai ) . bi01010001010000000000000515bi0100001126 90 m 14 14 supply and fixing jodhpur sand stone machine cut kerb stone ( 10cm wide 40 cm. height ) fixed in white cement sand mortar 1:4 with pigment including earthwork. bi01010001010000000000000515bi0100001127 64 mtr. 15 15 clearing grass and removal of rubbish maximum 150mm in thickness upto a distance of 100 mtr outside the periphery of the area by manual means . note ; where only grass is met with , the area clear shall be measured & paid for under this item ( morth clause 201 ) bi01010001010000000000000515bi0100001128 0.12 hectare 16 16 cutting & moulding by hand power grinder including polishing etc. complete in all type of kota / marble / granite / jodhpur stone etc. 25 mm. bi01010001010000000000000515bi0100001129 4100 mtr. 17 17 providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. nadd extra if square, rectangular hollow tubular sections are used. bi01010001010000000000000515bi0100001130 1100 kg. 18 18 p & f pvc storage tank ( is:12701 marked indicating the bis license no. ) of approved make with cover, 25 mm dia 1 m long g.i. over flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc. complete of approved design. 1000 litres capacity. bi01010001010000000000000515bi0100001131 3 nos. 19 19 p & f european type white glazed vitreous china ist quality w.c. pan ( is:2556 mark ) with p or s trap including cutting and making good the wall and floor. bi01010001010000000000000515bi0100001132 1 nos. 20 20 p & f water closet seat covers with brass hinges complete is 2548 1996 : solid pvc ( isi marked ) grade i white for ewc. bi01010001010000000000000515bi0100001133 1 nos. 21 21 p & f low level flushing cistern of 10 litres capacity ( is:2556 mark ) of approved make with complete fittings c.i. brackets duly painted, brass ball cock with ball, ( is:1703 mark ) complete including cutting and making good the wall : wvc with c.p. brass bend. bi01010001010000000000000515bi0100001134 1 nos. 22 22 p & f wvc wash basin ( ist quality is:2556 mark ) of approved make with c.i. brackets duly painted 1 no. 15 mm c.p. pillar cock ( is:8934 mark ) & 32 mm c.p. brass waste coupling of approved make 25 mm g.i. waste pipe complete including cutting & making good the wall : size 580 mm x 430 mm bi01010001010000000000000515bi0100001135 3 nos. 23 23 p&f towel rail or ring of approved quality / make: c.p. brass towel rail elbow type with concealed screws size 600mm ( heavy duty ) bi01010001010000000000000515bi0100001136 3 nos. 24 24 p & f inlet connection ( angle valves ) superior quality, of approved make, for wash basin, gyser etc. c.p. inlet connection 15 mm brass ( is:8931 marked ) . bi01010001010000000000000515bi0100001137 4 nos. 25 25 p & f bib cock ( is:8931 mark ) superior quality of approved make : c.p. brass long body, 15 mm nominal bore weight not less than 690 gm. bi01010001010000000000000515bi0100001138 3 nos. 26 26 construction of manhole in all type of soil inner size 90 x 60 cm. thick masonry in cm 1:6, 10 cm. thick cement concrete 1:5 10 in foundation, 20 mm thick inside plaster in cm 1:6, finished with floating neat cement, 50mm thick m 15 grade c.c. flooring, making channels, 80mm thick stone slab covering with 40mm thick m 15 grade c.c.flooring , 25 kg. ci cover with frame of 40mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. depth upto 0.5mtr bi01010001010000000000000515bi0100001139 3 nos. 27 27 p & f 15 mm. dia connection pipe of approved quality / make: c.p. brass pipe with cp brass nuts upto length 600 mm. bi01010001010000000000000515bi0100001140 2 nos. 28 28 renewing glass panes, with puty and nails wherever necessary: 4 mm thick plain glass panes. bi01010001010000000000000515bi0100001141 40.44 sqm 29 29 providing and fixing granite stone slab mirror polished and machine edge cut in walls, pillars, steps, shelves, sills, counters. floors etc. laid on 12mm ( av. ) thick base of cement mortar 1:3 jointing with white cement mortar 1:2 ( 1 white cement: 2 marble dust ) with pigment to match the shade of the marble slab complete including grinding, rubbing and polishing of is 3316 1974 : jhunjhunu / jalore ( red / choclate colour ) above 3601 cm2 slab bi01010001010000000000000515bi0100001142 2.25 sqm 30 30 marble stone flooring table rubbed, 18 20 mm thick over 20 mm ( av. ) thick base of cm 1:4 ( 1 cement:4 coarse sand ) jointing with white cement mortar 1:2 ( 1 white cement:2 marble dust ) with pigment to match the shade of the marble slab including grinding rubbing and polishing complete is 1130 1969. makrana second quality plain. upto 801 to 1500 cm2 tiles bi01010001010000000000000515bi0100001143 10.8 sqm 31 31 deep groove pointing on stone masonry in white cement sand mortar ( 1:3 ) with colour pigment of approved shade for all type of masonry incl. racking of joint as per specification complete in all respect. bi01010001010000000000000515bi0100001144 1300 sqm 32 32 cement concrete flooring grade 1:2:4 ( 1 cement:2 coarse sand:4 graded stone aggregate ) rounding off edges etc. but excluding the cost of nosing of steps etc. complete is 2571 1970 : 50 mm thick with 20 mm thick nominal size aggregate. bi01010001010000000000000515bi0100001145 360 sqm 33 33 providing & fixing of topiary figures as shown in picture in different shape make by gi hot dip wire size 10 no. gauge and bar size 10mm tmt and other material as required, fixing with cement concreat with ratio of 1:2:4 complete in all respect directed by engineer incharge n ( a ) horse size 9 ft length and height 8 ft bi01010001010000000000000515bi0100001146 2 each 34 34 cow size 7 ft length and height 6 ft bi01010001010000000000000515bi0100001147 2 each 35 35 giraffe size 10 ft length and height 12 ft bi01010001010000000000000515bi0100001148 2 each 36 36 giraffe size 9 ft length and height 9 ft bi01010001010000000000000515bi0100001149 2 each 37 37 elephant size 8 ft length and height 8 ft bi01010001010000000000000515bi0100001150 2 each 38 38 elephant size 6 ft length and height 6 ft bi01010001010000000000000515bi0100001151 2 each 39 39 welcome elephant size 7 ft length and height 5 ft bi01010001010000000000000515bi0100001152 2 each 40 40 camel size 9 ft length and height 12 ft bi01010001010000000000000515bi0100001153 2 each 41 41 camel size 8 ft length and height 9 ft bi01010001010000000000000515bi0100001154 2 each 42 42 frog size 3 ft length and height 2 ft bi01010001010000000000000515bi0100001155 2 each 43 43 kangaroo size 7 ft length and height 6 ft bi01010001010000000000000515bi0100001156 2 each 44 44 butterfly size 6 ft length and height 4 ft bi01010001010000000000000515bi0100001157 2 each 45 45 peacock 7 ft length and height 5 ft bi01010001010000000000000515bi0100001158 2 each 46 46 deer 6 ft length and height 5 ft bi01010001010000000000000515bi0100001159 2 each 47 47 supply and fixing of ornamental and floral garden benches with pwd logo as shown in picture of decorative cast iron ( fe 15 grade as per is:2101:1993 standard amended upto date ) sides with 12 nos. of m.s. tubuler pipe of size 65 x 22 mm medium section with provision of grouting at all the four base ends one m.s. support at middle of the benches for extra strength and durability benches ends suitably grinded for smooth surface finish and primer coated and painted with coloured with wooden powder coated ( polyurthane type of powder paint ) over all length 150 cm., 70 cm. width and 80 cm height having over all weight 50.00kg + 05% kg. bi01010001010000000000000515bi0100001160 100 each 48 48 double swing : swing in which two children can enjoy at one time. the arch shaped side frame is made of 75mm nb b class gi pipe and top pipe is made up of 50mm nb b class gi pipe. the frame is powder coated to give an aesthetic look. the swing is made up of 5mm thick anti skid canvas top. the rubber belt seat is suspended on 6mm rubber coated gi chain. the ball bearings shall be mounted inside a specially designed nylon clamp. frame pipes firmly embeded in ground by 60 cm. depth in m 15 cc block. nheight of swing 2.60 mtr. ndistance between frame post 1.80 mtr. ndistance between frames 3.20 mtr. bi01010001010000000000000515bi0100001161 2 each 49 49 deluxe slide : deluxe slide chute is made from stainless steel ( ss ) of 304 grades with 16 swg sheet. the structure comprises of 20mm nb and 25mm nb b class gi pipe. the centre support is made in 100mm nb b class gi pipe and 15mm nb gi pipe. the ladder cum railing is made up of 20mm nb and 25mm nb b class gi pipe. the platform is made up of 14 swg aluminium sheets with anti skid for firm foot grip. there are triangular steps of 16 swg sheets. the chute has its end such as it causes safe landing of the child. the pipes are powder coated to aviod rusting. structure firmly fixed in ground in m 15 cc blocks. noverall length of slide 4.88 mtr. ( 16 ft. ) nwidth 0.90 mtr. riser 0.25 mtr. nht. of platform 2.13 mtr ( 7 ft ) bi01010001010000000000000515bi0100001162 2 each 50 50 providing and fixing of frp wave slide its required area 4.6 mtr x 0.9 mtr plat form height should be 5 ground level and should be made by 32mm nb and 25 nb and 20 mm nb pipe ms pipe slide length 10 all components paint by pu paint in multi colours. structure firmly fixed in ground in m 15 cc blocks. bi01010001010000000000000515bi0100001163 2 each 51 51 spiral slide : the chute of the sprial slide is made of frp ( fibre reinforced plastic ) having thickness of 4mm. slide centre support shall be 80mm nb b class gi pipe. landing module shall be supported by 20mm nb b class gi pipe. slide extension platform is made form frp ( fibre reinforced plastic ) . the ladder main frame is 25mm nb gi pipe. the railing shall be made from 15mm nb and 20mm nb b class gi pipe. all powder coated to aviod rusting. structure firmly fixed in ground in m 15 cc blocks. nlength of slide 3.6 mtr. nwidth 0.90 mtr. nriser 0.25 mtrs. nht of slide 1.80 mtrs. bi01010001010000000000000515bi0100001164 2 each 52 52 providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. add extra if square, rectangular hollow tubular sections are used. bi01010001010000000000000515bi0100001165 1830 kg 53 53 painting with enamel paint of approved brand and manufacture to give an even shade: two or more coats on new work. bi01010001010000000000000515bi0100001166 400 sqm 54 54 painting with enamel paint of approved brand and manufacture to give an even shade: one or more coats on old work. bi01010001010000000000000515bi0100001167 205.2 sqm 55 55 welding by electric plant. bi01010001010000000000000515bi0100001168 500 per cm length. 56 56 dustbin of stain less steel with dustbin tank of size 700 mm. ( ht ) and 350 mm dia. of 1 mm thick ss sheet. dustbin frame of 1.20 mm thick ss square pipe of size 40x40 mm, ht 1200 mm., upper cover size 500x500 mm of 1 mm thick ss sheet including fixing system of nut and bolts ( the drum is mounted on movable round hinges to provide it complete rotation to facilitate the garbage romoval and safe from monkey etc. ) bi01010001010000000000000515bi0100001169 30 nos. 57 57 dustbin of hdpe material with roller as shown in picture of size nsize : 1370 x 1060 x 1340 mm nweight : 55 kg nmaterial : hdpe ncolour : green ncapacity : 1100 ltrs nload capacity : 440 kgs bi01010001010000000000000515bi0100001170 20 nos. 58 58 sky walker : narea 1.72 mtr x 0.63 mtr nsafe area : 2.54 mtr x 1 mtr nproviding and fixing sky walker made from b class gi pipe the main frame pipe is of a dia 100 mm made from c class g i pipe. the outer ring of sky walker is of 32 mm dia made from c class g i pipe for connecting the handle frame to main pipe of 60 mm diac class g i pipe is used. the bottom support of ms round plate of 250mm x 10mm dia thickness is welded at bottom. the leg movement frame is of 50 x 50 mm x 2 mm thick crc square pipe. tha handle frame is of 40 mm dia made from c class g i pipe. the foundation used for fixing is 80 x 40mm x 3 mm thickness c channel. the footrests is made from aluminum casting material, its sizes are 130x310x5 mm. closing caps made from top quality frp material with 5 mm thickness & plastic cap are used. the pins used are made up of 25mm dia bright bar. the bearings used are 6205zz & 6203zz permanent libricated sealed bering of reputed make. high tensile steel with galvanized nut bolts are used for assembly. the secrlips used for assembly are of 25mm dia. the powder coat is done by poly urethane & epoxy powder giving 60 to 70 micron thickness. bi01010001010000000000000515bi0100001171 2 nos. 59 59 leg press : area 0.40 x 1.77 mtr nsafe area : nleg press: providing, designing and fixing of leg press of size 2000 x 550 x 1600 mm fabricated with main post of 125mm dia and 3.0mm thick and rest of the pipe 40mm dia and 2.5mm thick all pipes made up of hot rolled tubular steel and hot dipped galvanized and powder coated using akzo nobel or equivalent of 80 120 micron thick. all joints of pipe are robotic welded with joints scalloped as necessaryand dressed off removing sharp edges and burrs. zinc primer paint to be applied at all welding points prior to finishing. handle bars to be provided with high quality grip rubber on top end. pedals shall be made up of nylon alloy with rounded edges to prevent any impact of injury. seat and base plate cover to be made up from virgin lldpe manufactured by rotational moulding with minimum thickness of plastic as 3mm, colorful and uv resistant and environmental friendly. bearing used shall be maintenance free, duly oil sealed and nself lubricated made by reputed company to be approved by engineer in charge. equipment to be fitted with inbuilt limiters to prevent nunwanted movements. all open ends of pipe to be closed by gi / lldpe caps for user safety. the equipment to be fixed on ground. structure firmly fixed in ground in m 15 cc blocks. bi01010001010000000000000515bi0100001172 2 nos. 60 60 sit up board: ndimensions: 1820 mm ( length ) x 430 mm ( width ) x 580 mm ( height ) nsafe area : 2.8 mtr x 0.6 mtr. nsit up board equipment made from b class gi pipe of different nb nnb stands for nominal bore sizes i.e. internal diameter of pipe in millimeters. nthe main frame is of 75 mm nb made from b class g i pipe supported with the m.s. round plate of ø 250 x 10 mm thickness. fibre reinforced plastic sheet of 3 mm thickness is bounded on 25 mm nb ( g.i. ) b class pipe of main frame nthe base support of the sit up board is made 40 mm nb ( g.i. ) b class pipe nthe foundation used for fixing is structure and made from center pipe of gi of 80 mm nnb b class welded with ms. round plate of ø250 mm & 10 mm thick main pipe. nsupported with 25 mm x 25 mm m.s. angles of 3 mm thickness and 20 mm x 40 mm ncrc square pipes of 3 mm thickness nthe powder coating is done with pure polyester powder paints with 60 to 70 micron thickness of paint approved brand by engineer incharge. bi01010001010000000000000515bi0100001173 2 nos. 61 61 rower : narea : 1.2 x 1 mtr nsafe area : 1.5 x 1.5 mtr nproviding and fixing rower made from b class g.i. pipe the main frame is of 100 mm x 40 mm & 40 mm x40mm crc pipe with 2 mm thickness the handle frame is of 32 mm dia c class gi pipe the foundation used for fixing consists the three equal items i.e. of 40 mm dia made from c class gi pipe, c channel of 75 mm x 40 mm x 5 mm & 25 mm x 25 mm x 3 mm m.s. angle to join the movement frame to main frame seamless pipe of 50 mm dia & 3 mm thickness is used. the seats which are fitted on the main frame is made up of high equality frp material of size 330 mm x 300 mm of thickness 3 mm & ms plate of size 250mm x 200 mm x 5mm is used to support it. cloosing caps are made from top quality frp material which is of 2 mm thickness. the pins used are made up of 17 mm dia hardened bright bar. the bearnings used are of 6203zz permanent lubricated sealed bearing of reputed mde the handles used are of rubber grip high tensile steel with galvanized nut bolts are used for assembly in the bushes ( stopper ) used to avoide the collosion. the serclips used for assembly is of 17 mm dia. the powder coat is done by poly urethane & epoxy powder with 60 to 70 micron thickness. bi01010001010000000000000515bi0100001174 2 nos. 62 62 surf board ndiamensions : 910 mm ( length ) x 860mm ( width ) x 1400 mm ( height ) nsafe area : 1.39 x 1.27 mtr nsurf board equipment made from b class gi pipe of different nb. nnb stands for nominal bore sizes i.e. internal diameter of pipe is millimeters. nthe center pipe is of 15 mm nb made from b class gi pipe. the sleeve pipe is of 125 mm ob seamless pipe with thickness of 05 mm and bolted to main frame with m 10 ss bolts. nthe bottom support welded of m.s. plate of 250 mm dia & 10 mm thickness. nthe handle frame is of 25 nb made from b class g i pipe nthe handle frame is of 50 nb made from b class g i pipe is supported with 70 x 8 mm bend m.s. flat and can be replaceable. the foundation used for fixing is a structure and made from center pipe of gi of 80 nb b class welded with ms. round plate of 250 mm dia & 10 mm thick. main pipe supported with 25 mm x 25 mm m.s. angles of 03 mm thickness and 20 mm x 40 mm crc square pipes of 3 mm thickness bushes are used 70 mm outer diameter with 05 mm thickness is used. nthe footrests made from injection moulded plastic lldpe / hdpe for support to footrest 200mm x 250mm with 3mm thickness m.s. plate used. nclosing caps are made up of injection moulded plastic lldpe / hdpe. nthe pins used are made up of 35 mm dia sae 8620 bright material nthe bearing used are of :6007zz permant lubricated sealed bearing of reputed brand. nhigh tensile steel with galvanized nut bolts are used for assembly. nthe cerclips used for assembly is of a 34. nthe power coating is done with pure polyester power of ackzonoble or berger with 60 to 70 micron thickness. bi01010001010000000000000515bi0100001175 2 nos. 63 63 air walker : nmachine part description of the air walker n ( a ) mounting plate n ( b ) center pillar n ( c ) trapezium shaped pipe n ( d ) cap n ( e ) holding pipe n ( f ) hings supporter n ( g ) outuse l shaped pipe n ( h ) rectangular pipe n ( i ) standing pad n ( j ) triangular hinge supporter n1. a circular mounting plate of diameter 233 mm and thickness 8 mm 4 holes on this plate at 90 degree of which pcd 170 mm hole diameter is 20 mm. n2. on circular moving plate a center pillar is welded. diameter of center pillar is 125 mm and height is 233 mm. n3. jrapezium shapped pipe is welded to the center pillar from the middle at the base. jrapezium shapped pipes upper portion is open with two branches. n4. cap is on the two branches of upper portion / top of the branches are 925 mm wide and length of each branch is 885m. at the base of the branches the gap is 925 mm with a redius bend 235mm. n5. open end of trapezium shaped pipe is welded with a holding pipe. holding pipe has a straight length of 810mm and a 90 degrees radius on the both sides, then a small straight length of 246 mm. through this small straight length holding pipe is welded to trapezium shaped pipe. holding pipe is welded at an angle of 40 degrees to the open ends of trapezium shaped pipe height of joint is 1212mm n6. hinge support of length 126 mm is welded on the branches of trapezium shaped pipe at a height of 1117 mm from the base. n7. 2 obtuse l shaped pipes are connected to the hinge supporter by the bushes. bushes are welded at the upper portion of the obtuse l shaped pipe, lower portion of obtuse l shape pipe is welded with rectangular pipe of length 705 mm, radius 124 mm and short length 137 mm n8. on rectangular pipe standing pad are tightly screwed standing pad ( foot rest ) can be of plastic or metal. n9. triangular hinge supporter are welded to the hinge supporter to provide better strength. nnote : all the movable joints have a pin bearing in between, tightened with the allen bolt poly drive head bolt having plastic caps on the ends since plastic caps are fixed on the ends, the bolt cant be opened until they will be broken. bi01010001010000000000000515bi0100001176 2 nos. 64 64 tripe hip twister : nmachine parts description of tripe hip twister n1. mounting plate n2. center pillar n3. plastic cap n4. circular handle n5. connecting rod n6. floor rest pipe n7. standing pad nfoundation of machine is cemented and bolted with base channel and circular nmounting plate which dimension is below : n1. measurement of base channel is 3x6x2 n2. circular mounting plates diameter 233 mm and thickness is 8mm. 4 hole on this plate at 90 degree which pcd is 170 mm hole diameter is 20mm nmechanical dimension and measurement of machine are following : n1. a circular mounting plate which dimension is same of above circular mounting plate and it is tightened with nut and bolt. n2. on this circular mounting plate a center pillar is welded. diameter of center pillar is 150 mm and height is 1288mm. n3. plastic cap is fixed on the top of center pillar and tightened with help of screw. diameter and height is 120mm and 69mm. n4. circular handle is welded at the height of 1171 mm from the base of circular mounting plate. od of circular plate is 557 and id is 493mm. three pipe rod which diameter 32mm are welded at 120 degree. n5. connecting rod for floor rest pad which diameter is 48mm. it is being bended after 131mm at angle of 30 degree and bending radius is 124. bending length is 185mm. again it is being bended at angle of 30 degree and bending radius 76. bending length is 71mm. three pipes of same dimensioris are welded at the angle of 120 degree and collinear to 32 diameters pipe rod of circular handle. n6. three floor rest pipe which diameter 114 mm and height 105mm and welded at linear center with each connecting rod. n7. three plastic standing pad which diameter is 280mm and height is 36mm and attached with each floor rest with help of ball bearing which od 60mm. all plastic standing pad and floor rest pipe is connected with shaft which diameter is 28mm. nnote : all the movable joints have a pin bearing in between, tightened with the allen bolt polydrive head bolt having plastic cap on the ends. since plastic caps are fixed on the ends, the bolt cant be opened until they will be broken. bi01010001010000000000000515bi0100001177 2 nos. 65 65 chest press cum seated puller : ndimensions : 2000mm ( length ) x 710mm ( width ) x 2200 mm ( height ) nsafe area : 3.00 mtr x 1.7 mtr. nchest press cum seated puller equipment made up of b class g i pipe of different nb. nb stands for nominal bore sizes i.e. internal diameter of pipe in millimeters. nthe center pipe is of 125 nb made up of b class g.i. pipe. nthe bottom welded with support of m.s. round plate of ? 250 mm & 10 mm thickness. nthe connecting pipes are made up from 25 nb b class gi pipe. nthe handle frame is made up from 32 nb b class gi pipe nto build structue bushes are used which are mde fro seamless pipe of 50mm od and 6 mm thickness as well as 50 mm diameter solid bar is used. nthe foundation used for fixing is a structure and made from center pipe of gi of 80 nb b class welded with ms round plate of ?250mm & 10 mm thick. main pipe supported with 25mm x 25 mm. ms angles of 3 mm thickness and 20mm x 40mm crc square pipes of 03 mm thickness. nthe seats and back rests are fitted on the outer frames are made up of ms sheet of size 330 mm x 300 mm x 2 mm thickness and deep drawn and pressed in tools and dies to have uniform radius of 20 mm with no sharp edges. nclosing caps are made up of injection moulded plastic lldpe / hdpe. nfoundation cover cap is made from injection moulded plastic lldpe / hdpe. npins used of diameter 25mm and 17mm are made up from sae 8620 bright material nthe bearing used are of 62052zz & 6203zz permanent lubricated sealed bearing of reputed brand. nhigh tensile steel with galvanized nuts & bolts are used for assembly. nthe cerclips used for locking is made up of a24 a a16 nthe powder coating done with pure polyester powder from ackzonoble or berger paints with 60 to 70 micron thickness. bi01010001010000000000000515bi0100001178 2 nos. 66 66 multi functional trainer : n ( single user ) nmachine part description: n1. mounting plate 1 n2. cap n3. handle connecting pipe 1 n4. connecting pipe 1 n5. center piller 1 n6. holding pipe 1 n7. holding pipe 2 n8. movable pipe n9. square pipes n10. stepping plates n11. stepper base n12. standing plate n13. center pipe n14. mounting plate 2 n15. handle connecting pipe 2 n16. nylon pad n17. hinged pipe 1 n18. hinged pipe 2 bi01010001010000000000000515bi0100001179 2 nos. 67 67 shoulder builder nmounting plate ncenter pillar n2 hinge holding pipe n2 bending pipe ncap n2 u shapped pipes nhandles n2 straight pipe ( no. 1 ) nstraight pipe ( no. 2 ) nstraight pipe ( no 3 ) nseat base pipe nseat bending pipe nseat nback seat nhinge box nbracket holder n1. a circular mounting plate of diameter 233 mm and thickness 8 mm, there are 4 holes on this plate at 90 degree which is p.c.d. 17 mm hole diameter is 20 mm. n2. on circular mounting plate a center pillar is welded. diameter of the center pillar is 119mm and height is 1838mm. n3. cap is fixed on the top of the pillar with rivets. n4. at 1528mm vertical distnace 2 hinges holding pipes are welded in opposite directions. hinge holding pipes have clear hole for screw at 177mm distance. n5. bending pipes are welded to the hinge holding pipes and the center pillar to provide mechanical strength to the hinge holding pipe. n6. hinge box is fitted to the hinge holding pipes with a steel screw and bush. hinge box has a clear hole at the base. n7. u shapped pipes are welded at the upper part of the hinge box. n8. at the opening end of the u shapped pipe. handless are fitted with steel screw. n9. straight pipe no. 1 is fitted to the hinge box at the base with pin bearing n10. lower end of the straight pipe no. 1 is fitted to straight pipe with a pin bearing. n11. straight pipe no. 2 and no. 3 are joined to the center pillar and seat base pipe one over the other respectively with a gap of 490mm, through bracket jointers, which are welded to the centre pillar and seat base pipe also. n12. seat base pipe is connected with straight pipe no.2 and no. 3 with pin bearing. n14. seat and back seat are fitted on the seat bending pipe with pin bearing. these seats are of plastic. nnote : all the movable joints have a pin bearing in between, tightened with the allen bolt polydrive head bolt having plastic caps on the ends . since plastic caps are fixed on the ends, the bolt cant be opened until they will be broken. bi01010001010000000000000515bi0100001180 2 nos. 68 68 cycle : ndimensions : 1570mm ( length ) x 570 mm ( width ) x 900 mm ( height ) nsafe area : 2.50 mtr x 1.5 mtr. ncycle equipment made from b class g i pipes of different nb ( nb stands for nominal bore size i.e. internal diameter of pipe in millimeters ) nthe main frame of 75 nb made from b class g.i. pipes. nm.s. round plate of 300mm & 10mm thickness used to form a paddle assembly. nthe handle frame is of 25 nb made from b class g.i. pipe. nthe seat and back rests are fitted on the outer frames are made up of m.s. sheet of size 330 mmx300mmx2mm thickness and deep drawn and pressed in tools and dies to have uniform radius of 20mm with no sharp edges. nthe foundation used for fixing is a structure and made from center pipe of g.i. of 80 nb b class welded with m.s. round palte of 250mm & 10mm thick main pipe supported with 25 x 25 mm m.s. angles of 3mm thickness and 20mm x 40mm crc square pipes of 3mm thickness. nclosing caps are made up of injection mounlded plastic lldpe / hdpe. npins used of diameter 25mm are made up from sae 8620 bright material. npins used of diameter 13mm are made up from enb material with crca pipe 20x20mm of thickness 3.00mm for paddleassembly. nthe bearing used are 6001zz & 6205zz permanent lubricated sealed sealed bearing of reputed brand. nhigh tensile steel with galvanized nuts and bolts are used for assembly. nthe circlip used for assembly are of a24 type. nthe powder coating done with pure polyester powders from ackzonoble or berger paints with 60 to 70 micron thickness. bi01010001010000000000000515bi0100001181 2 nos....

Rajasthan State Agricultural Marketing Board - Rajasthan

27043750 various construction work package 01 at seth mangal chand choudary raj. govt. collage aburoad distt. sirohi. raising of remaining boundary wall ( 3 feet height ) with g.i. based wire fencing at seth mangal chand choudary raj. govt. collage aburoad distt. sirohi. 2 2 providing and laying in position cement concrete including curing compaction etc. o 3 centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members and removal of formwork for superstructure up to 4.5 mtr above plinth, for:suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc. suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc. 135.00 sqm. 207.64 p.sqm. 28031.00 4 pillar masonry including bed plates as per specifications. bed plate to be paid separately. 5 fencing 6 add for using galvanized barbed wire instead of black barbed wire. 7 cement concrete flooring 8 pointing on stone masonary in cement sand mortar 9 plaster on new surface on walls 10 painting with weather coat pain 11 construction g.i. based wire fencing 1.20 mtr. high on existing boundary wall at seth mangal chand choudhary govt. collage aburoad distt. sirohi. 12 providing and laying in position cement concrete including curing compaction etc. 17 repair to stone masonary renovation and upgradation of lawn with g.i. barbed wire fencing 20 providing and fixing steel gate grating and grills made of angles, tees, square bars or other 21 making lawns, including ploughing and dragging with swagha ( one man with a pair of bullocks ) , breking of clods, removal of rubbish, dressing and supplying doob grass roots, and planting at 15cm apart, including supplying and spreading of farm yard manure...

Public Works Department - Rajasthan

25049794 tender for various repair work at distt. collector bungalow no. c 10, jodhpur: 1 dismantling roofs with care including stacking of serviceable material and disposal of unserviceable material with in 50 mtr. lead for :lime terrace. 2 grading roof water proofing treatment with :cement concrete 1:2:4 ( 1 cement:2 coarse sand :4 graded stone aggregate 20mm nominal size ) . 3 providing and laying 20 to 25 mm size glazed tiles pieces for rooof treatment having colour and shade as approved by the engineer incharge over 25 mm thick layer of cement mortar mix 1:4 with application of cement slurry including finishing of joints with ordinary cement and curing etc. complete in all respect. washing with acid. 4 providing and fixing ist quality standard white ivory straight edge glazed tiles isi marked [ is:13753 ] of size 450mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in white cement mixed with pigment to match the shade of tile complete ( excluding the cost of cement plaster ) .category i . 5 providing and fixing ist quality mat finished ceremic tile size 300x300mm confirming to is : 13753 colour such as white, grey, ivory, fume red brown in walls, floors, steps, pillars etc. laid on a bed of neat cement slsurry including nicely finished joints using water proof joint filler power and finishing with flush pointing in white cement mixed with pigment to match the shade of tile complete ( excluding the cost of cement plaster ) . 6 stone slab roofing on ground for with fine grained stone slab from approved quarry with 150 mm top lime terracing with hemp, methi, lime, sandla with gur & gugal ( as per jodhpur practice ) including ralthal, filling of joints of parapet and slab on both sides in cement sand mortar 1:4 lime batta ( gola ) 75mmx75mm sandla and ceiling plaster in cm 1:4 with wire and nails etc. complete as per specification for span. above 2.50 mtr upto 3.30 metre. 7 pointing on stone masonary in cement sand mortar 1:3 ( 1 cement:3 sand ) :deep grooved pointing 8 carriage of building rubish stone metal ( grit and ballast etc. ) with all lead & lift. 9 providing batta ( gola ) 75mm x 75mm in cement concrete ( 1:2:4 ) including finished with cement mortar 1:3 as per standard design. 10 providing and laying melamine polish or two or more coats to give an even shade on wood work with superior grade. 11 providing & laying vitrified skid free, scratch resistant.natural rustic finish for floor, skirting, dado, border tiles size 600mmx600mm, 10 mm thick flooring over 20 mm thick bed mortar 1:4 mix or fixed with chemical materials of approved company make and 2 3 mm thick joint to be filled with cementious grout or polymer based non shrink grout make of metaling colour in all shades including cutting of stone / doors etc. if any, as per requirement at site complete with all respect as approved by engineer in charge. 12 painting with weather coat paint ( isi make paint ) two or more coat to give an even shade on old work. 13 cement concrete flooring grade 1:2:4 ( 1 cement:2 coarse sand:4 graded stone aggregate ) rounding off edges etc. but excluding the cost of nosing of steps etc. complete is 2571 1970 :50 mm thick with 20 mm thick nominal size aggregate....

Sarva Shiksha Abhiyan Authority - Rajasthan

23633218 tender for repairing work diet churu: 2 dismantling of flooring with car including stacking of serviceable material and disposal of unserviceable material with in 50 mtr. lead for cement concrete flooring. 3 dismantling roofs with care including stacking of serviceable material and disposal of unserviceable material with in 50 mtr. lead for :lime terrace. 4 dismantling doors, windows and clearstory windows steel or wood shutter including chowkhats and holdfasts etc. complete and stacking within 50 meters lead : of area exceeding 3 square meter. 5 demolishing of r.c.c. work including stacking of steel bars and disposal of unserviceable le material within 50 meters lead. 6 repair to brick masonary in cement sand mortar with taking out of deceayed from wall and replacing with new briks. cement sand mortar 1:6. with new brick. 7 grading roof water proofing treatment with : cement concrete 1:2:4 ( 1 cement:2 coarse sand :4 graded stone aggregate 20mm nominal size ) . 8 guniting damaged r.c.c. slab, beams and columns for strengthening with cement sand mortar 1:2 ( 1 cement:2 sand ) including preparing the surface, making v shaped joints, cleaning the reinforcement bars with jet of potable water and drying with compressed air, including cost of centering and shuttering and finishing to match the existing surface etc. complete, including provided m.s. welded mesh to gauge 25 mm x 25 mm framing with average thickness of 25 mm. 9 repair to plaster in cement master 1:6 ( cement 6 line ) include removal of old plaster in required shape and white or colour washing 10 providing and fixing ist quality ceramic glazed wall tiles conforming to is : 15622 ( thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by engineer in charge in skiriting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white mixed with pigment of matching shade complete.category i : kajariya, jhonson, orient, somani make etc. 11 kota stone slab flooring 25 mm thick over 20 mm ( average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 ( 1 cement : 4 coarse sand ) nfor area of each slab up to 2001 to 5000 sq. cm 25 mm thick slab. 12 provide batta ( gola ) m in 75 mm*75m in cement ( 1:2:4 ) including finished with cement morter 1:3 as per stander design 13 distemper with oil bound washable distemper of approved brand and manufacture to give and even shade including all scaffolding new work ( two or morecal ) 14 painting exterior surface of wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including sand papering, prime coat, making smooth surface with cement based putty etc complete in all respect: . on old work 15 structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting ( height upto 10 m ) , fixing in position and applying a priming coat of approved steel primer all complete: 16 providing & fixing ms sheet single leaf door shutters in angle iron frame 35x35x5 mm suitablly diagonally braced with 25x3mm flat ironabove and below lock rail of size 50x5 mm beading extra includingall fittings, as per direction of engg. incharge but excluding coes of chokhats including two coats of anti corrastie red oxide primer panit. ms sheet 18 swg add extra for double leaf shuttters 17 providing & fixing steel glazed doors, windows and ventilators with shutters of standred rolled steel section joint mitred and welded with steel 13x3mm lugs 10 cm. long embedded in cement concrete blocks 15x10x10 cm. of 1:2:4 ( 1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size ) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal sash putty of approved make, or metal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittings except necessary hinges of pivots steel handles and peg stay etc. as required. patially fixed and partially openable fixed area not exceed 33% not provided oxidized fittings. 18 supplying and fixing fixed wire gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150 mm distance. 14 mesh x 24 gauge 19 providing and fixing square bars or other flat welded to window, ventilators etc. 20 painting with synthetic enamel paint of approved brand and manufacture to give an even shade : two or more coats on new work. 21 precast terrazzo tiles of approved make, 20 mm thick with marble chips of size upto 6 mm laid in floors, and landing, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete on 20 mm thick bed of cement sand mortar 1:4 ndark shade using ordinary cement. 22 sanitary work 23 electrical work...

Hindustan Copper Limited - Rajasthan

22948883 miscellaneous civil jobs in plant area at kcc , 12 mm cement plaster of mix :1:6 ( 1 cement: 6 fine sand ) , 20 mm cement plaster of mix :1:6 ( 1 cement: 6 fine sand ) , dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead . , reinforced cement concrete work in rafts , footing , bases of coloumns etc and mass concrete excluding cost of centering , shuttering and reinforcement all w , providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level :1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , encasing rolled steel sections , in beams and columns , with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 stone aggregate 12 . 5 mm nominal size ) including centering and shuttering complete but excluding cost of reinforcement . , half brick masonry with f . p . s . bricks of class designation 75 in superstructure above plinth level up to floor v level . cement mortar 1:4 ( 1 cement :4 coarse sand ) , reinforcement for r . c . c . work including straightening , cutting , bending , placing in position and binding all complete . cold twisted bars , brick work with f . p . s . bricks of class designation 75 in foundation and plinth in: cement mortar 1:6 ( 1 cement : 6 coarse sand ) , brick work with f . p . s . bricks of class designation 75 in superstructure above plinth level up to floor v level in all shapes and sizes in :cement mortar 1:6 ( 1 cement : 6 coarse sand ) , random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 ( 1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size ) at plinth level with :cement mortar 1:6 ( 1 , carriage of material by mechanical transport including loading , unloading and stacking:lime , moorum , building rubbish:lead 1 km . , 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 . 40mm thick with 20mm nomin , 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 , demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer in charge . 1:3:6 or richer mix , demolishing r . c . c . work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge . , demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge:in cement mortar , demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge . in cement mortar , providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level :1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) . , centering and shuttering including strutting , propping etc . and removal of form for : foundations , footings , bases of columns , etc . for mass concrete . , centering and shuttering including strutting , propping etc . and removal of form for : walls ( any thickness ) including attached pilasters , butteresses , plinth and string courses etc . , centering and shuttering including strutting , propping etc . and removal of form work for: columns , pillars , piers , abutments , posts and struts , providing and fixing glass strips in joints of terrazo/ cement concrete floors . 40 mm wide and 4 mm thick...

Public Works Department - Rajasthan

22727382 tender for various work 1.8 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 rammine or bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal or surplus excavated soil as directed with in a lead of 50 meter. all kinds of soils 2 3.2.7 providing and laying in position cement concrete including curing compaction etc. or specified grade excluding the cost or centering and shuttering all up to plinth level is 456 20o0: 1:4:8 ( icemenr :4 course sand :8 graded stone agpregate 40 mm nominal size 3 6 1 7 random rubble stone masonary for roundation and plinth in cement sand mortar above 30 cm. thick wall is 1597 ( part i ) 1992 in: cement mortar 1:6 ( i cement:6 sand ) . 4 6 2.7 random rubble stone masonary for superstructure above plinth level one storey height above 30 cm. thick walls is 1597 ( part i ) 1992 in : cement mortar 1:6 ( l cement:6 sand ) . 5 12.36.1 pointing on stone masonary in cement sand mortar 1:3 ( 1 cement:3 sand ) : flush or ruled pointing. 6 11.3.3 cement concrete flooring grade 1:2:4 ( 1 cement: 2 coarse sand:4 graded stone aggregate ) rounding off edges etc. but excluding the cost of nosing of steps etc. complete is 2571 1970 : 50 mm thick with 20 mm thick nominal size aggregate, 7 12.44.1 white washing with lime to give an even shade including all scaffolding is 6278 1971 : new work ( three or more coats ) ...

Hindustan Copper Limited - Rajasthan

22619957 miscellaneous civil jobs in plant area at kcc , 12 mm cement plaster of mix :1:6 ( 1 cement: 6 fine sand ) , 20 mm cement plaster of mix :1:6 ( 1 cement: 6 fine sand ) , dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead . , reinforced cement concrete work in rafts , footing , bases of coloumns etc and mass concrete excluding cost of centering , shuttering and reinforcement all w , providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level :1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , encasing rolled steel sections , in beams and columns , with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 stone aggregate 12 . 5 mm nominal size ) including centering and shuttering complete but excluding cost of reinforcement . , half brick masonry with f . p . s . bricks of class designation 75 in superstructure above plinth level up to floor v level . cement mortar 1:4 ( 1 cement :4 coarse sand ) , reinforcement for r . c . c . work including straightening , cutting , bending , placing in position and binding all complete . cold twisted bars , brick work with f . p . s . bricks of class designation 75 in foundation and plinth in: cement mortar 1:6 ( 1 cement : 6 coarse sand ) , brick work with f . p . s . bricks of class designation 75 in superstructure above plinth level up to floor v level in all shapes and sizes in :cement mortar 1:6 ( 1 cement : 6 coarse sand ) , random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 ( 1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size ) at plinth level with :cement mortar 1:6 ( 1 , carriage of material by mechanical transport including loading , unloading and stacking:lime , moorum , building rubbish:lead 1 km . , 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 . 40mm thick with 20mm nomin , 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 , demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer in charge . 1:3:6 or richer mix , demolishing r . c . c . work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge . , demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge:in cement mortar , demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge . in cement mortar , providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level :1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) . , centering and shuttering including strutting , propping etc . and removal of form for : foundations , footings , bases of columns , etc . for mass concrete . , centering and shuttering including strutting , propping etc . and removal of form for : walls ( any thickness ) including attached pilasters , butteresses , plinth and string courses etc . , centering and shuttering including strutting , propping etc . and removal of form work for: columns , pillars , piers , abutments , posts and struts , providing and fixing glass strips in joints of terrazo/ cement concrete floors . 40 mm wide and 4 mm thick...