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| 1 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 2 | (a)1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 3 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: |
| 4 | (a)1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 5 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° 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). |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 7 | (a)Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 9 | (a) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 10 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in foundation and plinth in: |
| 12 | (a)Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 13 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 14 | (a)Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 15 | 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. completeat all levels.(a ) Raj Nagar Plain white marble/ Udaipur green marble/ Zebra |
| 16 | (a) Area of slab over 0.50 sqm |
| 17 | Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size)as per direction of Engineer-in-charge and finished smooth. |
| 18 | (a)White Agaria Marble Stone. |
| 19 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. |
| 20 | Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete. (copper oxidized as per IS: 1378) |
| 21 | (a)300 mm weighing not less than 330 grams |
| 22 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm) with double speed adjustment with necessary accessories and screws etc. complete. |
| 23 | 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 : |
| 24 | (a)250x16 mm. |
| 25 | 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. |
| 26 | 200x10 mm. |
| 27 | 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. |
| 28 | (a) 100 mm. |
| 29 | Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC \"C\" channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side,and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm 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,manufacturer\"s specification & drawing.with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm 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,manufacturer\"s specification & drawing. |
| 30 | (a)30 mm thick pre laminated PVC door shutters |
| 31 | Providing and fixing ISI marked aluminium door latch with screws etc. complete : |
| 32 | (a) 200x20x6 mm. |
| 33 | 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. |
| 34 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thicknessfor rolling shutters. |
| 35 | (a) 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 36 | Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS :15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4Coarse sand) including pointing the joints with white cement and matching pigment etc., complete. |
| 37 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. |
| 38 | (a)0.63 mm thick with zinc coating not less than 275 gm/ m² |
| 39 | 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 : |
| 40 | (a)In 75x75 mm deep chase |
| 41 | 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. |
| 42 | (a) 75 mm diameter |
| 43 | (a) 110 mm diameter |
| 44 | 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. |
| 45 | (a)Single tee with door |
| 46 | (i)75x75x75 mm |
| 47 | (ii) 110x110x110 mm |
| 48 | (b) Single tee without door |
| 49 | (i)75x75x75 mm |
| 50 | (i) 110x110x110 mm |
| 51 | (c)Bend 87.5° |
| 52 | (i) 75 mm bend |
| 53 | (ii)110 mm bend |
| 54 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hardwood 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. |
| 55 | (i)75mm |
| 56 | (ii) 100mm |
| 57 | 12 mm cement plaster of mix : |
| 58 | 1:6 (1 cement: 6 fine sand) |
| 59 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 60 | (a)1:6 (1 cement: 6 fine sand) |
| 61 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge. |
| 62 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 63 | (a) Two or more coats on new work |
| 64 | Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. |
| 65 | (a)Two coats |
| 66 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 67 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade |
| 68 | (a)Old work (one or more coats applied @ 0.83 ltr/10 sqm). |
| 69 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters 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, all complete as per directions of Engineer-In-Charge. |
| 70 | (a)With cement mortar 1:4 (1 cement : 4 fine sand) |
| 71 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: |
| 72 | (a)Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) |
| 73 | Servicing of jammed steel windows by cleaning the dust from the section and oiling /greasing the hinges all complete to make the window serviceable as required by the Engineer -in- charge. Note: The rate includes the servicing of one steel window having 3 hinges. |
| 74 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 75 | (a)Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 76 | (b)Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 77 | 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. |
| 78 | (a) In cement mortar |
| 79 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 80 | (a)Of area 3 sq. metres and below |
| 81 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |
| 82 | (a) For thickness of tiles 10 mm to 25 mm |
| 83 | 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. |
| 84 | 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 loads including all lifts involved. |
| 85 | 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: |
| 86 | (a) White Vitreous China Wash basin size 630x450 mm with single 15 mm C.P. brass pillar taps. |
| 87 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan withsolid plastic seat with lid for pedestal type W.C. pan complete |
| 88 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm or 340x410x265mm sizes respectively. |
| 89 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete(.a)Flexible pipe. |
| 90 | (a) 40 mm dia. |
| 91 | 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 : |
| 92 | (a) Rectangular shape 453x357 mm |
| 93 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc. |
| 94 | (a) 15 mm dia. nominal bore. |
| 95 | (b) 25 mm dia. nominal bore. |
| 96 | 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 : |
| 97 | (a)25 to 40 mm nominal bore |
| 98 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 99 | (a) 25 mm nominal bore. |
| 100 | Providing and fixing uplasticised PVC connection pipe with brass unions. (a)45 cm length. |
| 101 | (a) 15 mm nominal bore. |
| 102 | Providing and fixing PTMT Bib Cock of approved quality and colour.: |
| 103 | (a) 15mm nominal bore, 86 mm long. Weighing not less than 88 gms. |
| 104 | Providing and fixing PTMT Stop Cock of approved quality and colour.: |
| 105 | (a) 15mm nominal bore, 86 mm long. Weighing not less than 88 gms. |
| 106 | Providing and fixing PTMT, push cock of approved quality and colour. |
| 107 | (a) 15 mm nominal bore, 98 mm long, weighing not less than 75 gms |
| 108 | Providing and fixing PTMT grating of approved quality and colour.(a) Rectangular type with openable circular lid. |
| 109 | (a) 150 mm nominal size square 100 mm diameter of the inner hinged round grating. |
| 110 | Providing and fixingPVC trap of self cleansing designwith or without vent arm complete, including cost of cutting and making good the walls and floors : |
| 111 | (a)100 mm inlet and 75 mm outlet. |
| 112 | Providing and fixing PVC Union (threaded) inPVC pipe including cutting and jointing the pipe all complete (New work). |
| 113 | (a) 25 mm nominal bore. |
| 114 | Providing and fixing C.P.hand jet spray all complete as per the direction of Engineer-in-charge |
| 115 | (a)15mm nominal bore |
| 116 | Providing and fixing CP brass flush cock all complete as per the direction of Engineer-in-charge. |
| 117 | (a) 25mm dia |
| 118 | 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 ofcover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:(a) 100x100 mm size P type |
| 119 | (a)With common burnt clay F.P.S. (non modular) bricks of class designation 3.5 |
| 120 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 121 | (a)150 mm dia. R.C.C. pipe |
| 122 | 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 20mm 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 :(a) Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : |
| 123 | (a)With common burnt clay F.P.S. (non modular) bricks of class designation 3.5 |
| 124 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality |
| 125 | (a)Rectangular shape 450x600 mm internal dimensions |
| 126 | (a)Rectangular shape 450x600 mm internal dimensions |
| 127 | Providing and fixing in position louvered ventilator made from required aluminium section, having opening and closing arrangement, glass strips of 3mm thick in required size all complete as per the direction of Engineer-in-charge. |
| 128 | Providing and applying Epoxy/SBR passivate coat ofDr. Fixit Epoxy Zinc Primer or approved Equivalent over exposed,cleaned,new/oldreinforcing bars to provide a continuos film around the reinforcing bar as per manufacturer\"s specificationsand as per the direction of Engineer-in-charge. ( Area of the RCC surface as before the application of treatmentis to be measured for payment ) |
| 129 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. |
| 130 | (a) SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer |
| 131 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge.(a)Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed andPayment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2). |
| 132 | (a)25 mm average thickness in 2 layers. |
| 133 | Propping and supporting the structural members and its adjoining areas with steel props (adjustable or as required), bracings, steel/timber runners etc. to relieve the structural member of the required load coming over it as per the pattern given by the contractor & approved by Engineer-in-charge complete. (Props shall be fixed before commencing chipping work and shall remain in position till new concrete gains its strength) |
| 134 | (a)Steel prop. of up-to 5MT capacity and up-to 3.2 m. height. |
