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| 1 | EARTH WORK |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 3 | All kinds of soil. |
| 4 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, 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: |
| 5 | All kinds of soil |
| 6 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 7 | 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 and for all lif. |
| 8 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 9 | Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. |
| 10 | All kinds of soil |
| 11 | CEMENT CONCRETE (CAST IN SITU) |
| 12 | Providingandlayinginpositioncementconcreteof specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 13 | 1:2:4 (1cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 14 | 1:3:6 (1Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 15 | 1:4:8 (1Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 16 | Makingplinthprotection 50mmthickofcementconcrete 1:3:6 (1cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 17 | REINFORCED CEMENT CONCRETE |
| 18 | Providing and laying in position specified grade of reinforced cement concrete,excludingthecostofcentering,shuttering,finishingand reinforcement - All work up to plinth level : |
| 19 | 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 20 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 22 | Foundations,footings,basesof columns,etc.formass concrete |
| 23 | Suspended floors,roofs,landings,balconies and access platform |
| 24 | Shelves (Cast in situ) |
| 25 | Lintels,beams,plinthbeams,girders,bressumersand cantilevers |
| 26 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 27 | Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level. |
| 28 | Thermo-Mechanically Treatedbars of gradeFe-500D or more. |
| 29 | Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level. |
| 30 | Thermo-Mechanically Treatedbars of gradeFe-500D or more. |
| 31 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 32 | MASONRY WORK |
| 33 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: |
| 34 | Cement Mortar 1:6(1 cement :6 coarse sand). |
| 35 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 36 | Cement mortar 1:6(1 cement : 6 coarse sand) |
| 37 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. |
| 38 | Cement mortar 1:4(1 cement :4 coarse sand) |
| 39 | Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). |
| 40 | CLADDING WORK |
| 41 | Providingandfixing 18mmthickgangsawcut,mirrorpolished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters,window sills,facias andsimilar 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 of edges to give high gloss finish etc. complete at all levels. |
| 42 | Granite stone slab of all colour and texture except black, Cherry/Ruby red |
| 43 | Area of slab over 0.50 sqm |
| 44 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. |
| 45 | Granite work |
| 46 | Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. |
| 47 | 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. |
| 48 | WOOD AND P. V. C. WORK |
| 49 | Providing and fixing teak wood lipping of size 25x3 mm in pelmet. |
| 50 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. |
| 51 | Fixed to steel windows by welding |
| 52 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) |
| 53 | 300x16 mm |
| 54 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) |
| 55 | 250x10 mm |
| 56 | 200x10 mm |
| 57 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) |
| 58 | 125 mm |
| 59 | Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete (Copper oxidised as per IS 1378) |
| 60 | 200 mm weighing not less than 240 grams |
| 61 | 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 : |
| 62 | 250x16 mm |
| 63 | 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 : |
| 64 | 200x10 mm |
| 65 | 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 : |
| 66 | 125 mm |
| 67 | Providing and fixing factory made uPVC door frame made of uPVC extrudedsectionshavinganoveralldimensionasbelow(tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer\"s specification and direction of Engineer- in-charge |
| 68 | Extruded section profile size 42x50 mm |
| 69 | Providing and fixing to existing door frames. |
| 70 | 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm (± 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (± 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer\"s specification and direction of Engineer-in-charge to take up necessaryhardware andfixtures.Stickersindicating the locations of hardware will be pasted at appropriate places |
| 71 | STEEL WORK |
| 72 | Structural steel work riveted, bolted or 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. |
| 73 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, allnecessary fittingscomplete,includingapplyingaprimingcoat of approved steel primer. |
| 74 | Using M.S. angels 40x40x6 mm for diagonal braces |
| 75 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittings,glass panes complete allas per approveddesign,(sectional weight of only steel members shall be measured for payment). |
| 76 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C.1:3:6 (1Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 77 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. |
| 78 | Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides |
| 79 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with: |
| 80 | 4.0 mm thick glass panes |
| 81 | FLOORING |
| 82 | Cement concrete pavement with 1:2:4(1 cement: 2 coarse sand :4 graded stone aggregate 20 mm nominal size), including finishing complete. |
| 83 | Providing andlayingCeramic glazed floor tiles of size 300x300mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement :4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 84 | Providing and laying Vitrified tiles in floor in diferent sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. |
| 85 | Double charge vitrified tile polished finish of size |
| 86 | Size of Tile 600 x 600 mm |
| 87 | ProvidingandlayingVitrifiedtilesindiferent sizes (thickness tobe specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. |
| 88 | Size of Tile 600x600 mm |
| 89 | Grouting the joints of flooring 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. |
| 90 | Size of Tile 600x600 mm |
| 91 | ROOFING |
| 92 | 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. |
| 93 | Providing and fixing on wall face unplasticisedRigidPVC 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. |
| 94 | 110 mm diameter |
| 95 | 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. |
| 96 | Single tee without door |
| 97 | 110x110x110 mm |
| 98 | Bend 87.5° |
| 99 | 110 mm bend |
| 100 | Shoe (Plain) |
| 101 | 110 mm Shoe |
| 102 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 103 | 110 mm |
| 104 | FINISHING |
| 105 | 12 mm cement plaster of mix: |
| 106 | 1:6 (1 cement: 6 coarse sand) |
| 107 | 15 mm cement plaster on rough side of single or half brick wall of mix: |
| 108 | 1:6(1 cement: 6 coarse sand) |
| 109 | 6 mm cement plaster of mix: |
| 110 | 1:3(1 cement :3 fine sand) |
| 111 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour: |
| 112 | New work(twoormorecoats)over andincludingwater thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 113 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: |
| 114 | New work (Two or more coats applied @ 1.43 Itr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 115 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 116 | Two or more coats on new work |
| 117 | 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. |
| 118 | REPAIRS TO BUILDING |
| 119 | Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface including disposal of mulba/ rubbish to the nearest municipal dumping ground, all complete as per direction of Engineer-in-Charge. |
| 120 | For door/ window/ clerestory window |
| 121 | Dismantling and Demolishing |
| 122 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 123 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 124 | 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. |
| 125 | Demolishingbrickworkmanually/bymechanicalmeansincluding stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 126 | In cement mortar |
| 127 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 128 | Of area 3 sq. metres and below |
| 129 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |
| 130 | For thickness of tiles 10 mm to 25 mm |
| 131 | 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. |
| 132 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 133 | SANITARY INSTALLATIONS |
| 134 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: |
| 135 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 136 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : |
| 137 | W.C. pan with ISI marked white solid plastic seat and lid |
| 138 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 139 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. |
| 140 | Providing and fixing CP Brass 32 mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 141 | 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 : |
| 142 | Rectangular shape 1500x450 mm |
| 143 | Providing and fixing soil, waste and vent pipes : |
| 144 | 100 mm dia |
| 145 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 |
| 146 | 75 mm diameter : |
| 147 | Centrifugally cast (spun) iron socketed pipe as per IS: 3989 |
| 148 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. |
| 149 | 100 mm dia |
| 150 | Sand cast iron S&S as per IS - 3989 |
| 151 | Providing and fixing plain bend of required degree. |
| 152 | 100 mm dia |
| 153 | Sand cast iron S&S as per IS : 3989 |
| 154 | Providing and fixing collar : |
| 155 | 100 mm |
| 156 | Sand cast iron S&S as per IS - 3989 |
| 157 | 75 mm |
| 158 | Sand cast iron S&S as per IS - 3989 |
| 159 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : |
| 160 | 100 mm |
| 161 | 75 mm |
| 162 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : |
| 163 | 100 mm inlet and 100 mm outlet |
| 164 | Sand cast iron S&S as per IS: 3989 |
| 165 | 100 mm inlet and 75 mm outlet |
| 166 | Sand cast iron S&S as per IS - 3989 |
| 167 | WATER SUPPLY |
| 168 | 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 |
| 169 | 15 mm dia nominal bore |
| 170 | 20 mm dia nominal bore |
| 171 | 25 mm dia nominal bore |
| 172 | Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, including making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : |
| 173 | 15 mm dia nominal bore |
| 174 | 20 mm dia nominal bore |
| 175 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work |
| 176 | 25 mm dia nominal bore |
| 177 | 32 mm dia nominal bore |
| 178 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 179 | 25 to 40 mm nominal bore |
| 180 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 181 | 25 mm nominal bore |
| 182 | 20 mm nominal bore |
| 183 | 32 mm nominal bore. |
| 184 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 185 | 20 mm nominal bore |
| 186 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 187 | 45 cm length |
| 188 | 15 mm nominal bore |
| 189 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in reinforced cement concrete slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including 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 : |
| 190 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 191 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work): |
| 192 | 15 mm nominal bore |
| 193 | 20 mm nominal bore |
| 194 | 25 mm nominal bore |
| 195 | 32 mm nominal bore |
| 196 | Providing and placing on terrace (at all floor levels) polyethylene water storagetank,IS : 12701marked,withcoverandsuitablelocking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 197 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 198 | 15 mm nominal bore |
| 199 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 |
| 200 | 15 mm nominal bore |
| 201 | Providing and fixing C.P. Brass extension nipple (size 15 mm x 50 mm) of approved make and quality as per direction of Engineer-in-charge. |
| 202 | Providing and fixing PTMT grating of approved quality and colour. |
| 203 | Circular type |
| 204 | 125 mm nominal dia with 25 mm waste hole |
| 205 | DRAINAGE |
| 206 | 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 : |
| 207 | 100 mm diameter |
| 208 | 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 : |
| 209 | 100 mm diameter S.W. pipe |
| 210 | 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 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: |
| 211 | 100x100 mm size P type |
| 212 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 213 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : |
| 214 | Inside size 90x80 cm and 45 cm deep including C.I. coverwithframe(lightduty) 455x610mminternal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : |
| 215 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 216 | Extra for depth for manholes : |
| 217 | Size 90x80 cm |
| 218 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 219 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : |
| 220 | For pipes 100 to 250 mm diameter |
| 221 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. |
| 222 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 223 | Constructing soak pit 1.20x1.20x1.20 m filled with brick bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. |
| 224 | WATER PROOFING |
| 225 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. “All above operations to be done in order and as directed and specified by the Engineer-in-Charge”: |
| 226 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 227 | MINOR CIVIL MAINTENANCE ITEM |
| 228 | Providing and laying cementconcrete of specified grade i/c the cost of centring and shuttering, All work upto plinth level. (1 cement :5 coarse sand : 10 graded brick aggregate 40 mm nominal size). |
| 229 | Providing and fixing C.P brass swan neck pillar cock of L&K or equivalent make. |
| 230 | \"Providing and fixing white vitreous china flat back or half stal urinal of 580 x 380 x 350 with standard size C.P brass flush pipe,spreader with union and clamps and c.p brass push cock 15 mmi/c cutting and making good the walls.(a)Range of single half stal urinal.\" |
| 231 | Providing and fixing white vitreous china oval type wash basin of size 550 x 480 Cera make Cat no 2030125. |
| 232 | Providing and fixing C.P coat pin hanger of approved make with necessary srews gully etc. cera make cat no 5015108 |
| 233 | Providing and fixing C.P soap dish complete with screws and gully etc. |
| 234 | Providing and fixing c.p. brass Urinal flush valve Auto closing System with Built-in Control cock & wall flangeof (Jaguar make) code noPRS-07715 mm nominal bor. |
| 235 | Extra forproviding and fixing Triple layer SINTEX white pvc.water storage tank inplace of Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.Circular tank. |
| 236 | Extra for providing and fixing of 8mm to 9mm thick ceramic glazed wall tiles instead of 5mm thick ceramic glazed wall tiles. |
