|
| 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 | 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 | 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 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 6 | 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 five level, excluding cost of centering, shuttering, finishing and reinforcement : |
| 7 | 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) |
| 8 | 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 sizederived from natural sources). |
| 9 | Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards 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 20mm nominal size derived from natural sources). |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 11 | Suspended floors, roofs, landings, balconies and access platform |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 14 | Weather shade, Chajjas, corbels etc., including edges |
| 15 | Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 18 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections |
| 19 | 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 : |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 21 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, 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. |
| 22 | Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete (Copper oxidised as per IS 1378) |
| 23 | 300 mm weighing not less than 330 grams |
| 24 | Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : |
| 25 | 100X58X1.90 mm |
| 26 | 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 : |
| 27 | 300x16 mm |
| 28 | 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 : |
| 29 | 300x10 mm |
| 30 | 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 : |
| 31 | 125 mm |
| 32 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. |
| 33 | Providing and fixing to existing door frames. |
| 34 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. |
| 35 | 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 all as per approved design, (sectional weight of only steel members shall be measured for payment). |
| 36 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 37 | Welding by gas or electric plant including transportation of plant at site etc. complete. |
| 38 | 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. |
| 39 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 40 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement :4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc.,., complete. |
| 41 | Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : |
| 42 | With residual type petroleum bitumen of grade VG -10 |
| 43 | 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 : |
| 44 | In 75x75 mm deep chase |
| 45 | Making khurras 45x45 cm with average minimum thickness of5 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. |
| 46 | 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. |
| 47 | 110 mm diameter |
| 48 | 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. |
| 49 | Single tee with door 110x110x110 mm |
| 50 | Shoe (Plain) 110 mm Shoe |
| 51 | 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. |
| 52 | 110 mm |
| 53 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 54 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /seIf tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 55 | 12 mm cement plaster of mix : |
| 56 | 1:6 (1 cement: 6 coarse sand) |
| 57 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 58 | 1:6 (1 cement: 6 coarse sand) |
| 59 | 20 mm cement plaster of mix : |
| 60 | 1:6 (1 cement: 6 coarse sand) |
| 61 | 6 mm cement plaster of mix : |
| 62 | 1:3 (1 cement: 3 fine sand) |
| 63 | Neat cement punning |
| 64 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 65 | Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. |
| 66 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete : |
| 67 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 68 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade |
| 69 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 70 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. |
| 71 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. |
| 72 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 73 | Two or more coats on new work. |
| 74 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 75 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : |
| 76 | Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface. |
| 77 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: |
| 78 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). |
| 79 | Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in- charge. |
| 80 | Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineerin-Charge. |
| 81 | (a) Internal Work- Exposed on wall |
| 82 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank, including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba, all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) |
| 83 | Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : |
| 84 | 3 mm thick |
| 85 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer in-charge |
| 86 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 87 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 88 | 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. |
| 89 | 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.. |
| 90 | In cement mortar |
| 91 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 92 | Of area 3 sq. metres and below |
| 93 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |
| 94 | For thickness of tiles 10 mm to 25 mm |
| 95 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. |
| 96 | Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : |
| 97 | 100 mm dia pipe |
| 98 | 150 mm dia pipe |
| 99 | 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. |
| 100 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by manual or 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 and lowering of any dismantled unservicable material from any upper floors to ground floor all complete as per direction of engineer |
| 101 | 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 : |
| 102 | 25 to 40 mm nominal bore |
| 103 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall |
| 104 | 20 mm nominal outer dia. Pipes. |
| 105 | 25 mm nominal outer dia .Pipes. |
| 106 | 32 mm nominal outer dia. Pipes. |
| 107 | 40 mm nominal outer dia. Pipes. |
| 108 | 50 mm nominal outer dia. Pipes. |
| 109 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 110 | 32 mm nominal bore. |
| 111 | 40 mm nominal bore |
| 112 | 50 mm nominal bore |
| 113 | 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. |
| 114 | Providing and fixing PTMT bib cock of approved quality and colour. |
| 115 | 15mm nominal bore, 86 mm long. Weighing not less than 88 gms. |
| 116 | Providing and fixing PTMT stop cock of approved quality and colour. |
| 117 | 15 mm nominal bore, 86 mm long. Weighing not less than 88 gms. |
| 118 | Providing and fixing PTMT pillar cock of approved quality and colour . |
| 119 | 15mm nominal bore, 107 mm long. Weighing not less than 110 gms. |
| 120 | Providing and fixing PTMT grating of approved quality and colour. Rectangular type with openable circular lid. |
| 121 | 150 mm nominal size square 100 mm diameter of the inner hinged round grating. |
| 122 | Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. |
| 123 | 15 mm nominal bore with 45 cm length. |
| 124 | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. |
| 125 | 25mm nominal bore. Weighing not less than 62 gms. |
| 126 | Cutting holes up to 30x30 cm in walls including making good the same: |
| 127 | With common burnt clay F.P.S. (non modular) bricks. |
| 128 | Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. |
| 129 | Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. |
| 130 | Making hole up to 20x20 cm and embedding pipes up to 150 mm diameter in masonry and filling with cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)including disposal of malba. |
| 131 | Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre: |
| 132 | 100 mm diameter C.I. pipe |
| 133 | Labour for cutting C.I. pipe with steel saw. |
| 134 | 100 mm diameter C.I. pipe |
| 135 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours(The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.) |
| 136 | Grading roof for water proofing treatment with |
| 137 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) |
| 138 | Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 139 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge |
| 140 | 75 mm average thickness |
| 141 | 50 mm average thickness |
| 142 | 25 mm average thickness |
| 143 | Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. |
| 144 | Bars upto 12 mm diameter |
| 145 | Bars above 12 mm diameter |
| 146 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. |
| 147 | Upto and including 12mm dia. |
| 148 | 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. |
| 149 | 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 |
| 150 | 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. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment 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). |
| 151 | 25 mm average thickness in 2 layers. |
| 152 | 50 mm average thickness in 3 layers. |
| 153 | Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by wt. of cement used) modified plain/reinforced cement concrete for structural members having minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness. Note: Rates shall be for finished surface area of concrete and shall include the cost of labour, concrete and appropriate approved Super- Plasticiser for rendering concrete as flowable and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc. (Payment 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) |
| 154 | 75mm thick in Grade M 25 with cement content not less than 330 kg per cum |
| 155 | Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinalpartitions 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 finishedsmooth. |
| 156 | White Agaria Marble Stone |
| 157 | Application of SIKA TOP ARMATEK 108 or equivalent@ 0.70kg/sqm(single coat) as approved by the engineer-in-charge and as per manufacture specification for anti corrosion of reinforcement all complete as per direction of Engineer-In-Charge. |
| 158 | Bars upto 12 mm diameter |
| 159 | Bars above 12 mm diameter |
| 160 | Providing and mixing of liquid bonding materials of 'Sika Latex' or equivallent of proportion 1 :3:8 ( 1 Sika Latex or equivalent :3 water :8 cement )@ 7.5 kg/100 sqm in 1st coat in cement slurry over roof surface and another 2nd coat in same proportion and grading will be carried out when the slurry coat is green for proper bonding with grading concrete all complete as per direction of engineer in charge. |
| 161 | Carefully making chase/groove in square/rectangular shape or any other shape as required up to 150x50mm cross sectional area for repairing crack by removing damage concrete work in roof slab including cleaning the surface with wair brush, making good and packing with concrete (with graded M15 ratio of 1 cement : 2 coarse sand : 4 aggregates) and as required and finishing the same to match with adjacent surface as per direction of the Engineer in Charge. |
| 162 | Easing, oiling and adjusting i/c scrapping or chiselling which ever is required as per site condition to steel window shutter and fitting so as to make the shutter easily operable for steel window as per direction of the Engineer-in-Charge. |
| 163 | Labour for taking out steel windows and refixing the same after replacement of damaged members, hinges etc. including necessary welding etc. Complete after carefully taking out existing glass panes (Payment for new members will be paid for separately). (a). For windows upto an area of 4.00 Square meter and upto floor V level |
| 164 | Providing and Fixing two point steel plated or oxidised handle of steel doors and windows as directed including painting complete. |
| 165 | Supplying of MS steel window members for repairing of damaged steel window as per direction of the Engineer-in-Charge. |
| 166 | Labour for taking out rolling shutter dismantling by parts for repair or (replacement of damaged parts only), rehanging and refitting the same in position after necessary repairs (excluding the cost of supply of new parts). |
| 167 | Oiling and greasing of rolling shutter and repair to in side lock. |
| 168 | Supplying of approved make, made of required size guide with angle |
| 169 | Guide with angle-bracket |
| 170 | Supplying of MS profile of rolling shutter matching with existing profile all complete as per direction of engineer in charge. |
| 171 | Providing scaffolding of single layer with bamboo made of avg 75mm dia with adequate bracing, ties, ropes etc for strong durable and workable for executing items of work where required including provision of steps for measurement purpose, making platform and proper maintanance of scaffolding to make it durable during entire period of works including covering the entire area with TARPAULINE/CLOTH/ Protection Net to resist any falling concrete and other object and removal of the same after completion of the work cleaning the site as per direction of Engineer in Charge. |
| 172 | Uprooting & removal wild growth & vegetation plants upto girth 100 mm on bldg at any level upto 15m by necessary scaoffolding and swing and providing and applying dilute Hydrochloric Acid on the root all complete as per direction of Engineer in Charge . |
| 173 | Cleaning chokage of Inspection pits of sewer lines including all necessary arrangement, T & P require for this work , including removing the sludge , mud etc up to 50m lead complete as per direction of the Engineer-in-Charge. |
| 174 | Removing chokage i.e sludge, mud and other materials from the HCI or SW pipe by the help of split bamboo of undergroud sewer lines including hire charges of mechanical pump |
| 175 | Cleaning of SEPTIC TANK manually/mechanical means including removing sludge, cleanig the tank by spreading Bleaching Powder all complete and as per direction of engineer-in-charge. |
| 176 | Providing and fixing Mild Steel pipe clamps of approved design to unplasticised - PVC rain water pipes or S.C.I pipe by means of fasters or 50x50x50mm 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. |
| 177 | MS clamp for 100mm nominal dia SCI or PVC pipe |
| 178 | MS clamp for 150/160mm nominal dia SCI or PVC pipe |
| 179 | Dismantling, removing Chockage & refixing of G.I Pipes up to 50 mm dia and stacked in position as directed. |
| 180 | Easing, oiling and cleaning collapsible gate |
| 181 | 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. |
| 182 | 160 mm diameter |
| 183 | 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. |
| 184 | Plain Bend 160 mm diameter |
| 185 | Shoe (Plain) /Cowl 160 mm diameter |
| 186 | Door Tee 160 mm diameter |
| 187 | Providing and making the joints between PVC pipes & S.C.I./ C.I. Pipes with PVC coupler adhesive/ tapes etc. complete : 110/100 mm dia pipe |
| 188 | Providing and fixing on wall face unplasticised Rigid PVC pipes of Supreme or equivalent conforming to ISI Type B, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i)Single socketed pipes. |
| 189 | 110 mm diameter |
| 190 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to ISI Type B including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. |
| 191 | Bend 45° -110 mm bend |
| 192 | Door Bend-110 mm bend |
| 193 | DOOR Tee-110 mm Tee |
| 194 | Cleaning of roof neatly by wire brush, broom, close chipping, blow lamp, grinder etc making loose dust free and removal of bitumen paint layer for applying bond coat all complete as per direction of Engineer in charge. |
| 195 | Applying a coat of putty wash on wall surface along with preparation of surface by applying putty wherever required for smootn surface preparation all complete as per direction of engineer in charge. |
| 196 | Providing and fixing CPVC high pressure tank connector of approved quality including the cost of necessary CPVC socket, pieces of pipes etc. required for the work complete as per direction of Engineer-in-Charge : |
| 197 | 40mm nominal bore. |
| 198 | Making connection with existing G.I pipe using appropriate adaptar (MTA/FTA) including supplying of all necessary fittings all complete as per direction of engineer-in-charge. |
| 199 | 15mm nominal bore |
| 200 | 20mm nominal bore. |
| 201 | 25mm nominal bore. |
| 202 | Removing chokage by dismantling of pipe line and repairing leakage of water pipe lines by replacement of fittings/pipe and refixing the same including cost of jointing materials such as lead, jute etc. require to sealing the leakage of joints (Cost includes for necesary scafoldings require for out side pipe line of building upto floor-V level. Cost for fittings and pipes if required will be paid seperately). |
| 203 | 15mm to 50mm nominal dia pipe. |
| 204 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. |
| 205 | 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. |
| 206 | Cement mortar 1:4 (1 cement :4 coarse sand) |
| 207 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. |
| 208 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 209 | 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. |
| 210 | Providing & fixing White vitreous china water closet squatting pan (Indian type) along with \\"S\\" or \\"P\\" trap including dismantling of old WC seat and \\"S\\" or \\"P\\" trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. |
| 211 | Orissa pattern W.C Pan of size 580x440 mm |
| 212 | Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. |
| 213 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer in-charge. |
| 214 | Dismantling of flushing cistern of all types (C.I./PVC/Vitreous China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. |
| 215 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. |
| 216 | Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. |
| 217 | 10 litre capacity - White |
| 218 | Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : |
| 219 | White solid plastic seat with lid |
| 220 | Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : |
| 221 | Flat back wash basin of size 550x400 mm. |
| 222 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 223 | Flexible pipe a)40 mm dia |
| 224 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 225 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. |
| 226 | Waste coupling 31 mm dia of 79 mm length and 62 mm breadth weighing not less than 45 gms. |
| 227 | 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. |
| 228 | 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. |
| 229 | 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. |
| 230 | Providing and fixing PTMT angle stop cock 15 mm nominal bore. Weighing not less than 85 gms. |
| 231 | Providing and fixing UPVC fittings for soil/ waste pipe with necessary seal ring, solvent cement, gasket etc.complete manufactured by Supreme Industries Limited or equivalent as per direction of Engineer-in- Charge.(a) 110 mm dia. \\" |
| 232 | W.C. connector straight (Reducer Type)-125 mmX100 mm. |
| 233 | Plain Floor Trap 110 mm inlet and 110 mm outlet |
| 234 | Plain cross Tee 110 x 110 x 110x110 mm dia |
| 235 | Cowl 110 mm dia |
| 236 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm respectively with waste fitting as per IS : 2556,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 all complete as per direction of engineer in charge. |
| 237 | Extra for using 10 mm down graded stone aggregate with SBR modified polymer mortar as per agtt item no-10 to make the proportion 1:2:2 ( 1cement :2 coarse aggregate:2 stone aggregate ) for damage area rehabilitation purpose to make the concrete surface good & complete as per direction of engineer in charge.( Note :The cement proportion will be same due to increase in stone agtt) |
| 238 | 50mm thick |
| 239 | Providing and fixing PTMT hand shower [Health faucet] of approved brand and manufacture with PVC pipe upto 1.20mtr length and as per direction of the Engineer – in – Charge. |
| 240 | Dismantling of AC Duct from ceiling and other cable tray and other unused material attached from ceiling in total area of ceiling including all frame work attached with it and stacking the material at site and disposal of material all complete as per directions of Engineer-in- Charge. |
| 241 | Covering of entrance / AC or any other important structure with Wooden planks, GI Sheet, PVC Sheet etc or any area to resist from falling dismatled chunk from above and to protect from any type of accident all complete as per direction of Engineer in charge . |
| 242 | Supplying of Styles , Rails, panels for damaged door shutter ,all complete as per direction of engineer in charge. |
| 243 | Labour charges for taking out of wash basin from wall with all fittings and refixing the same with all necessary clamps etc. all complete as per direction of Engineer-in-charge. |
| 244 | Supplying, fitting and fixing C I brackets /15 mm dia GI pipe as brackets including two coats of painting as per direction of the Engineer-in Charge for wash basin, sink etc. |
| 245 | Cutting holes upto ( 10x10x10 ) cm in wall for taking out iron channel and angle and repairing the hole by filling with cement concrete 1:2:4 ( 1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) including finishing with palster all complete . |
| 246 | Removing existing APP/ Tarfelt membrane, from existing roof surface all complete as per direction of Engineer in charge. |
| 247 | Lowering of G.I Tank from roof to ground level with proper safety arrangements for clearing of roof all complete as per direction of engineer in charge. |
| 248 | Credit value for dismantled unserviceable/ serviceable departmental materials: |
| 249 | Style, rail, panel, panelling of wooden door, window, wooden member etc. |
| 250 | Iron/Steel materials (Flat, Angle, Tee, Channel, Joist, Plate, Sheet, Reinforcement etc.) |
| 251 | GI pipe- 15mm dia |
| 252 | GI pipe- -20mm dia |
| 253 | GI pipe- -25mm dia |
| 254 | GI pipe- -40mm dia |
| 255 | 100mm nominal dia cast iron pipe. |
| 256 | 150mm nominal dia cast irom pipe. |
| 257 | Gunmetal/CP Stop cock , Bib Cock, Pillar cock |
| 258 | Old F.P.S brick Please Enable Macros to View BoQ information |
