40057213
construction of revenue colony in mini sectt. hisar 1 [10.1]providing and laying of base course of floors consisting of 100 mm thickcement1:8:16and100mmsandor stone filling. 2 [10.45]extra for pre finished nosing to treads of steps of marble stone. 3 [10.47]providing and laying baroda green marble stone 17mm and above thick in risers of step, skirting , dado, pillars and wall lining included matching the grains of marble slab in any pattern as specified laid over 12mm thick cement sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing. the rates are for all heights / storey. the sample shall be got approved from engineer in charge. 4 [10.48]providing and laying baroda green marble stone 17mm and above thick flooring included matching the grains of marble slab in any pattern as specified laid over 12mm thick cement sand mortar 1:3 and jointed with white slurry mixed with pigment to match the shade of marble including rubbing and polishing. the rates are for all heights / storey. the sample shall be got approved from engineer in charge. 5 [10.58]providing and fixing 1st quality ceramic glazed wall tiles conforming to is : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by engineer in charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 6 [10.59]providing and laying ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to is : 15622, of approved make, in all colours, shades, except white, ivory, grey, fume red brown, laid on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete. 7 [10.63.2]providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding grouting the joints with white cement and matching pigments etc., complete. 2. size of tile 600x600 mm 8 [10.67.2]providing and laying vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to i.s. 15622, of approved make, in all colours and shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement and matching pigments etc. complete. 2. size of tile 600x600 mm 9 [10.70.2]extra for grouting the joints of floor tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of engineer in charge. 2. size of tile 600x600 mm 10 [10.77]providing and laying 80mm thick factory made cement concrete interlocking paver block of m 35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (bis 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer in charge. 11 [11.123]wall painting with (bio grade)plastic emulsion paint of approved brand and manufacturer to give an even shade (two or more coats) generally used in hospital buildings etc. complete as per specifications. 12 [11.4.2]10 mm thick cement plaster 2. 1:3 (1 cement: 3 fine sand) 13 [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) 14 [11.5.4]12 mm cement plaster of mix : 4. 1:6 (1 cement: 6 fine sand) 15 [11.6.2]15 mm cement plaster on the rough side of single or half brick wall of mix : 2. 1:6 (1 cement: 6 fine sand) 16 [11.60]providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 17 [11.64.1]distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 1. new work (two or more coats) over and including water thinnable priming coat with cement primer 18 [11.67.1]applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 1. water thinnable cement primer 19 [11.68.3]applying priming coat: 3. with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 20 [11.76]preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete. 21 [11.77]applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping etc. 22 [11.78]painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. 23 [11.84.1]painting over the wooden/metal surface with aluminium paint of approved brand and manufacture to give an even shade . 1. two or more coats on new work 24 [11.93.1]finishing walls with water proofing cement paint of required shade : 1. new work (two or more coats applied @ 3.84 kg/10 sqm) 25 [11.95.1]finishing walls with acrylic smooth exterior paint of required shade : 1. new work (two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 26 [12.1.1.1]providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paidseparately). 1.1. second class teak wood 27 [12.10.2.1]providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including isi marked m.s. pressed butt hinges bright finished of required size with necessary screws. 2.1. kiln seasoned and chemically treated hollock wood 35 mm thick 28 [12.102.1]providing and fixing aluminium handles, isi marked, anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 1. 125 mm 29 [12.103.2]providing and fixing aluminium hanging floor door stopper, isi marked, anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 2. twin rubber stopper 30 [12.19.1.1.2]providing and fixing wire gauge shutters using galvanized m.s. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 1.1.2. 35 mm thick shutters with isi marked m.s. pressed butt hinges bright finished of required sizekiln seasoned and chemically treated hollock wood 31 [12.37.2]providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 2. 30 mm thick including isi marked stainless steel butt hinges with necessary screws 32 [12.37.3]providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 3. 25 mm thick (for cupboard) including isi marked nickel plated bright finished m.s. piano hinges with necessary screws 33 [12.39]extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 34 [12.60.1]providing and fixing bright finished brass hasp and staple (safety type) with necessary screws etc. complete : 1. 150 mm 35 [12.84]providing and fixing 50 mm bright finished brass cup board or wardrobe knob of approved quality with necessary screws. 36 [12.88]providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with isi, is : 3564, embossed on the body, door weight up to 35 kg and door width up to 700 mm), with necessary accessories and screws etc. complete. 37 [12.9.7.1]providing and fixing 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 or panelled and glazed shutters 25 mm to 40 mm thick : 7.1. float glass panes 4 mm thick glass pane (weight not less than 10kg/sqm). 38 [12.97.1]providing and fixing isi marked aluminium butt hinges anodised (anodic coating not less than grade ac 10 as per is: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 1. 125x75x4 mm 39 [12.97.3]providing and fixing isi marked aluminium butt hinges anodised (anodic coating not less than grade ac 10 as per is: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 3. 100x75x4 mm 40 [12.98.2]providing and fixing aluminium sliding door bolts, isi marked anodised (anodic coating not less than grade ac 10 as per is : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 2. 250x16 mm 41 [12.99.3]providing and fixing aluminium tower bolts, isi marked, anodised (anodic coating not less than grade ac 10 as per is : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 3. 200x10 mm 42 [12.99.4]providing and fixing aluminium tower bolts, isi marked, anodised (anodic coating not less than grade ac 10 as per is : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 4. 150x10 mm 43 [13.29.2]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. 2. in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 44 [17.15.1]granular sub base with coarsegraded material grading i or ii or iii (table: 400 2)construction 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 clause 401.of mortandh specifications 1. grading i material 45 [17.23.2]water bound macadam grading ii 2. water bound macadam ii with screening type a / type bproviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8 10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of mort&h specifications 46 [17.44]dry lean cement concrete sub base construction of dry lean cement concrete 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 a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8 10 tonnes vibratory roller, finishing and curing, as per clause 601 of mort&h specifications 47 [17.5.3]compacting original ground 3. compaction of earthworkcompaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the table 3000 2 as per technical clause 305 of mort&h specifications 48 [17.6]construction of embankmentwith material obtained from borrow pits na construction of embankment cbr 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 2, as per technical clause 305 of mort&h specifications. 49 [17.73]constructionofunreinforcedplaincementconcrete pavement in m 25 mix design over a prepared sub base with opc 43 grade conforming to is:383 mixed with concrete mixer using batch type concrete mixer as per is:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawingsandtechnicalclause1501ofmorth specifications 50 [18.50.2.3]boring for hand pump in clay fitting strainer and pipe. 2.3. above 75mm dia bore but not exceeding 100mm.exceeding30 m. 51 [20.24.6]drilling and tapping cast iron pipe lines of all diameters and screwing in ferrule and connections 6. ferrule size 40 mm 52 [20.25.1]cutting holes up to 23 cm square through brick work in mud walls for pipes and making good including repointing, replastering and finishing according to existing finish where required. 1. 11.43 cm thick wall 53 [20.25.2]cutting holes up to 23 cm square through brick work in mud walls for pipes and making good including repointing, replastering and finishing according to existing finish where required. 2. 22.86 cm thick wall 54 [20.28.2]cutting holes up to 23 cm square for pipes in floor and roofs of cement concrete reinforced concrete or reinforced brick work and making good including, repointing, replastering, replacing bitumen and colour or white washing where required. 2. 115 mm thickness of roof or floor 55 [20.28.3]cutting holes up to 23 cm square for pipes in floor and roofs of cement concrete reinforced concrete or reinforced brick work and making good including, repointing, replastering, replacing bitumen and colour or white washing where required. 3. 150 mm thickness of roof or floor 56 [20.49.1]bailing out water from the trenches for making new connections in fully charged pipe lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the engineer in charge. size of the main with which connection is to be made. 1. up to 200 mm internal diametre 57 [20.52.1]providing and placing in horizontal layers filtering media screened washed and cleaned as described below 1. top layer: fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4 mm with uniformity coefficient 2.0 to 3.0) from ghaggar or other approved source 58 [20.52.2]providing and placing in horizontal layers filtering media screened washed and cleaned as described below 2. second layer coursed sand screened, cleaned and washed and graded from 3 mm to 6 mm (from ghaggar or approved equivalent quarry) 59 [20.52.3]providing and placing in horizontal layers filtering media screened washed and cleaned as described below 3. third layer bajri (coursed) screened and washed gradedfrom20mm to25mm(from ghaggar or approved equivalent quarry) 60 [20.52.4]providing and placing in horizontal layers filtering media screened washed and cleaned as described below 4. fourth layer bajri (coursed) screened and washed gradedfrom20mm to25mm(from ghaggar or approved equivalent quarry) 61 [20.52.5]providing and placing in horizontal layers filtering media screened washed and cleaned as described below 5. bottom layer broken stone, screened, washed and graded from 50 mm to 75 mm (from ghaggar or approved equivalent quarry) 62 [20.62.1]providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with is : 5382 and testing of spigot and socketted rcc, np2 marked with is : 458 1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re handling etc. complete is all respects to the satisfaction to the engineer in charge. 1. 200 mm i/d 63 [21.28]providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per is :1786. the rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re handling etc., complete in all respect to the satisfaction of engineer in charge 64 [21.84.1]constructing brick masonry inspection chamber sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement r.c.c. 1:2:4 slab 100 mm thick/cement concrete topping, 50mm thick with 455mmx455mm / 455mm x610mm inside light duty c.i. inspection chamber cover and frame weight as per i.s.i. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. 1. size 450 mm x450 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with c.c. topping 65 [21.84.3]constructing brick masonry inspection chamber sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement r.c.c. 1:2:4 slab 100 mm thick/cement concrete topping, 50mm thick with 455mmx455mm / 455mm x610mm inside light duty c.i. inspection chamber cover and frame weight as per i.s.i. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. 3. size 600 mm x900 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with r.c.c. slab) 66 [21.93.1]providing and fixing sfrc manhole covers and frames marked with is: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re handling etc. complete in all respects to the satisfaction to the engineer in charge. 1. type: extra heavy duty set (ehd 35) 560mm clear opening 67 [22.10.2.1]providing and fixing stainless steel a isi 304 (18/8) kitchen sink as per is:13983 with c.i. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 2.1. kitchen sink without drain board 610x510 mm bowl depth 200 mm 68 [22.102.2]providing and fixing c.p. brass shower rose with 15 or 20 mm inlet : 2. 150 mm diameter 69 [22.104.1]providing and fixing c.p. brass bib cock of approved quality conforming to is:8931 : 1. 15 mm nominal bore 70 [22.106.1]providing and fixing c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. 1. 15 mm nominal bore 71 [22.107.1]providing and fixing c.p. brass stop cock (concealed) of standard design and of approved make conforming to is:8931. 1. 15 mm nominal bore 72 [22.108.1]providing and fixing c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is:8931 1. 15mm nominal bore 73 [22.109]providing and fixing c.p. brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of engineer in charge. 74 [22.117]providing and fixing ptmt liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 75 [22.119.2]providing and fixing ptmt towel rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fittings arrangement of approved quality and colour. 2. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 76 [22.120]providing and fixing ptmt shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. 77 [22.128.2]providing and fixing unplasticised p.v.c. connection pipe with ptmt nuts, collar and bush of approved quality and colour. 2. 15 mm nominal bore with 45 cm length 78 [22.152.1]providing and laying sands centrifugally cast (spun) iron pipes (class la) conforming to is 1536 : 1. 100 mm dia pipe 79 [22.152.2]providing and laying sands centrifugally cast (spun) iron pipes (class la) conforming to is 1536 : 2. 125 mm dia pipe 80 [22.153.1]providing lead caulked joints to spun iron or c.i. pipes and specials, including testing of joints but excluding the cost of pig lead : 1. 100 mm diameter pipe 81 [22.153.2]providing lead caulked joints to spun iron or c.i. pipes and specials, including testing of joints but excluding the cost of pig lead : 2. 125 mm diameter pipe 82 [22.154]supplying pig lead at site of work. 83 [22.157.1]providing and laying sands c.i. standard specials such as tees, bends, collars tapers and caps etc, suitable for flanged jointing as per is : 1538 : 1. up to 300 mm dia 84 [22.163.1]providing, laying and jointing glazed stoneware pipes class sp 1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 1. 100 mm diameter 85 [22.163.2]providing, laying and jointing glazed stoneware pipes class sp 1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 2. 150 mm diameter 86 [22.164.1]providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all round s.w. pipes including bed concrete as per standard design : 1. 100 mm diameter s.w. pipe 87 [22.164.2]providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all round s.w. pipes including bed concrete as per standard design : 2. 150 mm diameter s.w. pipe 88 [22.166.3.1]providing and fixing square mouth s.w. gully trap class sp 1 complete with c.i. grating brick masonry chamber with water tight c.i. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 3.1. 180x150 mm size p type with common burnt clay non modular bricks of class designation 7.5 89 [22.182]providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to isi : 12701, colour of opaque white or as approved by engineer in charge. the rate includes making necessary holes for inlet, outlet and over flow pipes. the base support i/c fittings and fixtures for tank shall be paid separately. 90 [22.20.2]providing and fixing in position c.i. plain nahani trap conforming to i.s.i. specifications and of self cleaning design with c.p. brass hinged grating with frame complete 2. with 75 mm internal diameter outlet 91 [22.209]providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with c.p. brass screws and washers complete. 92 [22.211]providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with c.p. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 93 [22.212.1.2]providing and fixing in position best indian make coat and hat hooks fixed into wall with c.p. brass screws and rawl plugs etc. complete including cutting and making good the walls etc. 1.2. c.p brass two way 94 [22.214]providing and fixing in position best indian make c.p. brass tumbler cum tooth brash holder fixed in with rawl plugs with c.p. brass screws and complete including cutting and making good the walls etc. 95 [22.221.9]providing and fixingin position vitreous chinaware white lavatory suites of approved make (to the approval of engineer in charge) including rack bolt screw pair 115mm long without cp fittings complete in all respect. 9. size 560mm x 450mm (under counter oval) 96 [22.222.1.1]providing and fixing in position singel socket swr upvc soil waste or antisyphonage pipes as per is 13592 of e.d.c manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. 1.1. single socket type a 160mm o/d swr upvc pipe lines laid complete 97 [22.24.1]providing and fixing white vitreous chinaware pedestal type water closet (european type) with seat and lid, 10 litre low level white vitreous chinaware flushing cistern and c.p. flush bend with fittings and c.i. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 1. w.c. pan with isi marked white solid plastic seat and lid 98 [22.26.3]providing and fixing white vitreous chinaware flat back half stall urinal of size 580x380x350 mm with white pvc flushing cistern, with fittings, standard size c.p. brass flush pipe, spreaders with unions and clamps (all in c.p. brass) with waste fitting as per is : 2556, c.i. trap with outlet grating and other couplings in c.p. brass, including painting of fittings and cutting and making good the walls and floors wherever required : 3. range of two half stall urinals with 5 litre p.v.c. automatic flushing cistern 99 [22.33]providing and fixing white vitreous chinaware extended wall mounting water closet of size 780x370x690 mm of approved shape including providing and fixing white vitreous chinaware cistern / pvc cistern (with brass fitting) into the wall with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. 100 [22.38]providing and fixing 8 mm dia c.p. / s.s. jet with flexible tube up to 1 metre long with s.s. triangular plate to european type w.c. of quality and make as approved by engineer in charge. 101 [22.42.1]providing and fixing toilet paper holder : 1. c.p. brass 102 [22.85.4]providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot and cold water supply, including all cpvc plain and brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes and fittings with one step cpvc solvent cement and testing of joints complete as per direction of engineer in charge. 4. 32 mm nominal outer dia pipes 103 [22.85.5]providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot and cold water supply, including all cpvc plain and brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes and fittings with one step cpvc solvent cement and testing of joints complete as per direction of engineer in charge. 5. 40 mm nominal outer dia pipes 104 [22.86.3]providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot and cold water supply, including all cpvc plain and brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes and fittings with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge. 3. 25 mm nominal outer dia pipes 105 [22.87.6]providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot and cold water supply including all cpvc plain and brass threaded fittings this includes jointing of pipes and fittings with one step cpvc solvent cement, trenching, refilling and testing of joints complete as per direction of engineer in charge.external work 6. 50 mm nominal outer dia pipes 106 [22.90]making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing g.i. pipe etc. 107 [22.94.3]providing and fixing g.i. union in g.i. pipe including cutting and threading the pipe and making long screws etc. complete (new work): 3. 25 mm nominal bore 108 [22.94.4]providing and fixing g.i. union in g.i. pipe including cutting and threading the pipe and making long screws etc. complete (new work): 4. 32 mm nominal bore 109 [22.94.5]providing and fixing g.i. union in g.i. pipe including cutting and threading the pipe and making long screws etc. complete (new work): 5. 40 mm nominal bore 110 [22.95]fixing water meter and stop cock in g.i. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). 111 [22.98.1]providing and fixing gun metal gate valve with c.i. wheel of approved quality (screwed end) : 1. 25 mm nominal bore 112 [22.98.3]providing and fixing gun metal gate valve with c.i. wheel of approved quality (screwed end) : 3. 32 mm nominal bore. 113 [22.98.4]providing and fixing gun metal gate valve with c.i. wheel of approved quality (screwed end) : 4. 40 mm nominal bore 114 [28.43]providing and fixing heat resistant terrace tiles (300 mm x 300 mm x 20 mm) with sri (solar refractive index) ) 78, solar reflection ) 0.70 and initial emittance ) 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement and marble powder in ratio of 1:1, including rubbing and polishing of the surface up to 3 cuts complete, including providing skirting up to 150 mm height along the parapet walls in the same manner. 115 [28.7]`providing and applying waterproofing treatment using two component 100% solid content, hybrid polyurea/polyurethane, rapid curing and highly resilient fully bonded cured to membrane having a mixed density of 1.02g/l. minimum recommended coverage rate is 1.5ltr/sqm in 2 coats to achieve a total dft of 1.5mm. cured membrane shall exhibit:1) tensile strength astm d412 : )13 mpa 2)tear resistance astm d624c : 50 n/mm23) shore a hardness: 804)elongation astm d412 : )450% 5( 1kg, cs 10 wheels,astm d 4060): 1.3 mg/1000 cycles6) service temperature: 20°c toplus 80°c 7) resistant to fire (en13501 1) class e,d0manufacturers shall provide certificate for zero voc, resistance to fire, 25 years life expectancy test certificate before the start of work.system includes supply , application and termination of coating all complete as per the manufacturer methodology.clean the rcc slab/screed surface and wall for treatment by removing dust, dirt and layers of concrete over the surface. etc. by mechanical tools and wire brushing. pressure grouting at construction joints or honeycombs with nonshrink cementations grout by mixing shrinkage compensating admixture per bag of cement as per manufacturer’s recommendations. prepare a side gola of 50x50 mm at the junction using polymer modified mortar. providing and applying two component 100% solid content, hybrid polyurea/polyurethane membrane at coverage rate of 1.5ltr/sqm in 2 coats to achieve a total dft of 1.5mm. it must be applied utilizing plural heated high pressure spray proportioning machine/spray gun . termination shall be done300 mm above ffl by providing a groove cut of 30mm x 30mm and seal it with shrinkage compensated polymer modified mortar. lay a 150 gsm geotextile layer to protect the coating from external damage on final coating before laying of screed concrete/final finish. it shall be applied as per manufactures specification. rates are incl of surface preparation, grouting and chemical application only. (rates for geotextile, protection plaster and final finishes such as screed or brick bat fillingfor slope, china mosaic, tiles etcis not included in above item. it will be added as per eic/clients requirements).` 116 [33.9.3]supplying, assembling, lowering and fixing in vertical position in bore well unplasticised pvc medium well screen (rms) pipes with ribs, conforming to is: 12818, including hire and labour charges, fittings and accessories etc. all complete, for all depths, as per direction of engineer in charge. 3. 200 mm nominal size dia 117 [4.12.1]earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by engineer in charge. 1. all kinds of soil 118 [4.13.1]earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by engineer in charge 1. ordinary rock 119 [4.14.1]earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. all kinds of soil. 120 [4.16.1.2]excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 1.2. pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 121 [4.31.1]extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 1. all kinds of soil 122 [4.32]filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 123 [4.33]excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 124 [4.39]providing and injection chemical emulsion for pre constructional ant termite treatment (excluding the cost of chemical emulsion) and creating a chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filing junction of wall and floor, along with the external perimetre of building, expansion joints surrounding of pipes and conduitetc,complete(plinthareaofthebuildingat ground floor only shall be measured) using chlorpyriphos/ lindane emulsifiable concentrate of 20% 125 [6.1.6]providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work below plinth level and up to floor iv level: 6. 1:4:8 (1 cement : 4 coarse sand (zone iii) : 8 graded stone aggregate 40 mm nominal size) 126 [6.1.7]providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work below plinth level and up to floor iv level: 7. 1:5:10 (1 cement : 5 coarse sand (zone iii): 10 graded stone aggregate 40 mm nominal size) 127 [6.12.1]20 mm thick cement plaster damp proof course 1:3 with 2 coats of bitumen at 1.65 kg. per sqm, laid hot and sanded: 1. vertical 128 [6.13]making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling and dressing and finishing the top smooth. 129 [6.14.1]providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement all work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone iii): 3 graded stone aggregate 20 mm nominal size) 130 [6.15.1]reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone iii) : 3 graded stone aggregate 20 mm nominal size) 131 [6.25.1]providing and laying in position machine batched and machine mixed design mix m 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge. 1. all works up to plinth level 132 [6.25.2]providing and laying in position machine batched and machine mixed design mix m 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge. 2. all works above plinth level up to floor iv level 133 [6.30.1]centering and shuttering including strutting, propping etc. and removal of form for 1. foundations, footings, bases of columns, etc. for mass concrete 134 [6.30.14]centering and shuttering including strutting, propping etc. and removal of form for 14. extra for shuttering in circular work (20% of respective centering and shuttering items) 135 [6.30.16.1]centering and shuttering including strutting, propping etc. and removal of form for 16.1. edges of slabs and breaks in floors and wallsunder 20 cm wide 136 [6.30.3]centering and shuttering including strutting, propping etc. and removal of form for 3. suspended floors, roofs, landings, balconies and access platform 137 [6.30.4]centering and shuttering including strutting, propping etc. and removal of form for 4. shelves (cast in situ) 138 [6.30.5]centering and shuttering including strutting, propping etc. and removal of form for 5. lintels, beams, plinth beams, girders, bressumers and cantilevers 139 [6.30.6]centering and shuttering including strutting, propping etc. and removal of form for 6. columns, pillars, piers, abutments, posts and struts 140 [6.30.7]centering and shuttering including strutting, propping etc. and removal of form for 7. stairs, (excluding landings) except spiral staircases 141 [6.33.6]steel reinforcement for r.c.c. work, where not included in the complete rate of rcc, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level 6. thermo mechanically treated bars of grade fe 500d or more. 142 [6.34.6]steel reinforcement for r.c.c. work, where not included in the complete rate of rcc, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. 6. thermo mechanically treated bars of grade fe 500d or more. 143 [6.39.1]providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1. 1:1½:3 (1 cement: 1½ coarse sand(zone iii) : 3 graded stone aggregate 20 mm nominal size). 144 [7.20.1]brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. cement mortar 1:4 (1 cement : 4 coarse sand) 145 [7.21.1]brick work with common burnt clay non modular bricks of class designation 10.5 in foundation and plinth in: 1. cement mortar 1:4 (1 cement : 4 coarse sand) 146 [7.21.2]brick work with common burnt clay non modular bricks of class designation 10.5 in foundation and plinth in: 2. cement mortar 1:6 (1 cement : 6 coarse sand) 147 [7.22.2]brick work with common burnt clay non modular bricks of class designation 10.5 in superstructure above plinth level up to floor iv level in all shapes and sizes in : 2. cement mortar 1:6 (1 cement : 6 coarse sand) 148 [7.28.2]half brick masonry with common burnt clay non modular bricks of class designation 10.5 in superstructure above plinth level up to floor iv level. 2. cement mortar 1:4 (1 cement :4 coarse sand) 149 [7.47.2]brick work with non modular fly ash bricks conforming to is:12894, class designation 10 average compressive strength in super structure above plinth level up to floor iv level in : 2. cement mortar 1:6 (1 cement : 6 coarse sand) 150 [8.26.2.2]providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 2.2. granite of any colour and shadearea of slab over 0.50 sqm 151 [9.17.1]providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 1. in 75x75 mm deep chase 152 [9.18]making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over p.v.c. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 153 [9.55.5]supplying and fixing in position 60 cm long g.i. pipe class ‘b’ spouts in chajjas and cantilevers 5. 50 mm internal dia 154 [9.57.3]providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 3. 150 mm diameter 155 [9.58.5.3]providing and fixing on wall face unplasticised pvc moulded fittings/ accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. 5.3. bend 87.5°150 mm bend 156 providing health faucet hsrchapter 02 code b1328 ...
Due Date : October 26, 2023
Tender Value : ₹ 19.40 Crore
