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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. |
| 2 | All kinds of soil |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 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 | 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 : |
| 6 | 1:5:10 (1 cement : 5 coarse sand(zone-III) including manufactured sand derived from Recycled concrete aggregate (RCA) up to 25% : 10 graded stone aggregate 40 mm nominal size including Recycled aggregate (RA)). |
| 7 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 9 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 11 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). |
| 12 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 15 | 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 : |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 17 | Half brick masonry 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. |
| 18 | Cement mortar 1:4 (1 cement :4 coarse sand) |
| 19 | 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 : |
| 20 | 250x16 mm |
| 21 | 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 : |
| 22 | 250x10 mm |
| 23 | 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 : |
| 24 | 100 mm |
| 25 | Providing and fixing 1st quality ceramic glazedfloor 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 (1cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kgper sqm including pointing the joints with white cement mixed with pigment of matching shade complete. |
| 26 | Providing and laying rectified Glazed Ceramicfloor tiles of size 300x300mm or more (thickness to be specified by the manufacturer), of 1stquality conforming to IS : 15622, of approved make, in colours 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 grouting the joints with white cement and matching pigments etc., complete. |
| 27 | 6 mm cement plaster of mix : |
| 28 | 1:3 (1 cement: 3 fine sand) |
| 29 | 12 mm cement plaster of mix |
| 30 | 1:6 (1 cement: 6 fine sand) |
| 31 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 32 | 1:6 (1 cement: 6 fine sand) |
| 33 | 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. |
| 34 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 35 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). |
| 36 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface). |
| 37 | 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. |
| 38 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 39 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats whereverrequired to achieve even shade and colour |
| 40 | Old work (Two or more coats) |
| 41 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. |
| 42 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. |
| 43 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 44 | One or more coats on old work. |
| 45 | 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. |
| 46 | a) With cement mortar 1:4 (1 cement : 4 fine sand). |
| 47 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: |
| 48 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). |
| 49 | Deduct for providing pin headed glass panes instead of ordinary float glass panes 4 mm thick (weight not less than 10 kg per sqm) in doors, windows and clerestory windows shutters (Area of opening for glass panes excluding portion inside rebate shall be measured). |
| 50 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. |
| 51 | 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.. |
| 52 | In cement mortar |
| 53 | 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. |
| 54 | Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead: |
| 55 | Of area 3 sq. metres and below |
| 56 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |
| 57 | For thickness of tiles 10 mm to 25 mm |
| 58 | Dismantling C.I. or asbestos or PVC rain water pipe with fittings and clamps including stacking the material within 50 metres lead : |
| 59 | 75 to 80 mm dia pipe. |
| 60 | 100 mm dia pipe |
| 61 | 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. |
| 62 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: |
| 63 | Asbestos cement sheet/FRP sheet |
| 64 | 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: |
| 65 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 66 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 67 | W.C. pan with ISI marked white solid plastic seat and lid |
| 68 | 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 required: |
| 69 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap |
| 70 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. |
| 71 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. |
| 72 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 73 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. |
| 74 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with wood frame of approved make and shade with 6 mm thick hard board backing : |
| 75 | Rectangular shape 1500x450 mm |
| 76 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2\" BSP thread and shapes, weighing not less than 60 gms. |
| 77 | 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 |
| 78 | 20 mm nominal outer dia. Pipes. |
| 79 | 25 mm nominal outer dia .Pipes. |
| 80 | 40 mm nominal outer dia .Pipes. |
| 81 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work |
| 82 | 40 mm nominal outer dia. Pipes. |
| 83 | 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 : |
| 84 | 25 to 40 mm nominal bore |
| 85 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 86 | 30 cm length |
| 87 | 15 mm nominal bore |
| 88 | Providing and fixing C.P. brass stop cock of standard design and of approved make conforming to IS:8931. |
| 89 | 15 mm nominal bore. |
| 90 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight RCC precast. cover with frame of 300 x300 mm size (inside) as per standard design: |
| 91 | 100x100 mm size P type |
| 92 | With common burnt clay F.P.S. (non modular) bricks of class designation 3.5 |
| 93 | 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 : |
| 94 | Inside size 90x80 cm and 45 cm deep including pre-cast R.C.C. manhole cover and frame (LD-2.5) Rectangular shape 600x450 mm internal dimensionsinternal dimensions |
| 95 | With common burnt clay F.P.S. (non modular) bricks of class designation 3.5 |
| 96 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: |
| 97 | (i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. |
| 98 | (ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. |
| 99 | (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. |
| 100 | (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm). |
| 101 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. |
| 102 | The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. |
| 103 | Note :- (1) The elevational area of the scaffolding shall be measured for payment purpose. |
| 104 | (2) The payment will be made once only for execution of all items for such works. |
| 105 | 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 |
| 106 | 50 mm average thickness |
| 107 | 25 mm average thickness |
| 108 | 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. |
| 109 | Bars upto 12 mm diameter |
| 110 | Bars above 12 mm diameter |
| 111 | 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. |
| 112 | Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make. |
| 113 | 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. |
| 114 | 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). |
| 115 | 12 mm average thickness. |
| 116 | 25 mm average thickness in 2 layers. |
| 117 | 50 mm average thickness in 3 layers. |
| 118 | Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/ reinforced concrete jacket for the structural members e.g. columns, pillars, piers, beams etc with concrete having the specified 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 all-round existing core of RCC member. Note: Rates shall be for finished surface area of concrete and shall include the cost of making holes in existing RCC slab, if required, for pouring concrete in shuttering mould of jacket and appropriate approved Super-Plasticiser for rendering concrete as flowable self compacting and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc. |
| 119 | (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) |
| 120 | 100mm thick in Grade M 25 with cement content not less than 330 kg per cum |
| 121 | Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in- Charge. (The payment shall be made on the basis of actual weight of approved grout injected.) |
| 122 | Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work |
| 123 | Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge. |
| 124 | Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of \"L\" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. |
| 125 | Providing & Grouting of dowel tubes / Shear keys / Joints of precast members with M-60 grade cementitious grout (Non Shrink) of approved make by suitable means ( Free flowing /pump),curing etc. Complete as per directions of Engineer-in-charge. (The payment shall be made on the basis of actual weight of approved grout injected.) |
| 126 | Stirrer mixed cementitious grout (non shrink) of approved make in dowel tubes / Shear keys / Joints of precast members. |
| 127 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/ moisture proof and fire retardant and fixed in position with M.S hold fast/ lugs/ SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. |
| 128 | (M.S hold fast/ lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/ window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. |
| 129 | Frame size 65 x 100 mm |
| 130 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. |
| 131 | 30 mm thick |
| 132 | Providing and fixing PVC floor trap of100 mm inlet and 75 mm outlet including SS jali of approved approved by Engineer-in-charge . |
| 133 | Providing and fixing CPVC ball valve in CPVC pipe line including cutting and jointing with CPVC solvent cement etc complete. |
| 134 | a) 20 mm nominal bore |
| 135 | b) 25 mm nominal bore |
| 136 | c) 40 mm nominal bore |
| 137 | Providing and fixing CPVC union in CPVC pipe line including cutting and jointing with CPVC solvent cement etc complete. |
| 138 | a) 20 mm nominal bore |
| 139 | b) 25 mm nominal bore |
| 140 | c) 40 mm nominal bore |
| 141 | Providing and fixing PVC SWR soil waste and vent pipes conforming to IS : 13592 Type B including jointing with \"T\" shaped seal/rubber ring conforming to IS : 5382 usingsolvent cement or rubber lubricant as the case may be with pipes of outer dia (concealed pipe joints to be jointed with rubber ring and solvent cement and exposed joints to be jointed with rubber ring and rubber lubricant) usingnecessary scaffolding/ropes etcwherever required as directed by Engineer in charge . (i)Single socketed pipe (couplings, other accessories/Fittingswill be paid separately) |
| 142 | a) 110mm diameter |
| 143 | b) 75mm diameter |
| 144 | Providing, laying and jointingunplasticised PVC Eco-drain unique wall structure (Number of \"holes\" in the wall thickness in longitudinal direction) pipes/ Manhole chambers/ Gully chambers of Type SN4 of Aashirwad Make or Equivalent conforming to IS : 16098, including joints & fittings with one step CPVC solvent cement, with solvent weld and rubber sealing rings including filling alround pipes up to required thickness with Stone dust/ robo sand/ river sand & testing of joints complete as per direction of Engineer in Charge. |
| 145 | Pipes |
| 146 | 160 mm diameter |
| 147 | Providing and fixing PVC SWR pipefittings/Accessories conforming to IS : 14735 Type Bincluding cutting & replacing existing damaged CI fittings/accessories and jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. (Any scaffolding required will be paid separately ) |
| 148 | a) Coupler |
| 149 | i) 110mm |
| 150 | ii) 75mm |
| 151 | b) Plain bend of required degree |
| 152 | i) 110mm bend |
| 153 | ii) 75mm bend |
| 154 | c) Tee with door |
| 155 | i) 110X110X110 |
| 156 | II)75X75X75 |
| 157 | d) Door bend |
| 158 | i) 110mm |
| 159 | ii) 75mm |
| 160 | e) Single Y with door of required degree |
| 161 | i) 110X110X110 |
| 162 | ii) 75X75X75 |
| 163 | Providing and fixing unplasticised -PVC pipe clips of approved design for fixing ofSWR PVCpipesby means of 50x50x50mm hardwood plugs, screwed with M.S. screws of required length including cutting chases in brick work, fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall with rich cement plaster 1:3etc. complete. |
| 164 | a) 110mm |
| 165 | b) 75mm |
| 166 | Providing and fixing C.P. brasstwo in one bib cock 15 mm nominal bore. of approved quality conforming to IS:8931: etc complete as directed by the engineer in charge. |
| 167 | Dismantling 20 to 25mm dia GI pipeline incl stacking of dismantled pipes within 50m lead as per direction of Engineer in charge. |
| 168 | Providing and fixing 32 mm dia PVC rigid pipe forwash basin/ Urinalsas waste pipeincluding P.V.C. waste fittings, P.V.C bend, union etc and fixing the pipe,cutting chases and making good the same , all as per site requirement, . All complete as directed by the Engineer in charge. |
| 169 | Providing and fixing 50 mm dia rigid PVC pipe as drain pipe near urinal basins. The pipe shall be fitted on the wall surface with necessary clamps at suitable intervals. Necessary diameter PVC \"TEE\" (REDUCER TEE) shall be fixed in this pipe line and arrangements shall be made such that the 32 mm dia waste pipe from the urinal basins shall be fixed properly in this 50 mm dia pipe ensuring proper draining. All complete and as per directions of the Engineer - in - charge. The 50 mm dia pipe shall be measured for payment and nothing extra shall be paid on any account. |
| 170 | Providing and fixing rectangular shaped urinal framelesspartition with 8mm thickfrosted toughened glassof required sizeincluding patch fittings of CP Brass or SSfor supporting wall and/or flooras per manufacturerspecifications complete as per direction of Engineer-in-charge . |
| 171 | a) 450X900mm |
| 172 | Credit for taking away the unusable & unserviceablePVC / PTMT sanitary fittings such as PVC flush tanks, bib cocks, pillar cocks etc by removing them carefully without causing any damages to the pipelines, other fittings. The fittings shall be taken away on as is where is basis i.e. by removing them. The quoted rate shall include all labour charges for removing and taking them away. All complete and as per directions of the Engineer - in -charge. |
| 173 | Credit for taking away of unserviceable G.I / C.I pipe linescomplete etc., as directed by Engineer-in-charge. A) 15mm to 40mm nominal bore |
| 174 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 75mm upto 100mm in RCC beams, lintels, columns and slabs to introduce steel bars for shear key connectors etc 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. |
| 175 | Upto and including 12mm dia. |
| 176 | above 12mm dia up to 32mm dia |
| 177 | Dismantling aluminium partition/windows/doors etc incl dismembering proper numbering loading and unloading and stacking by placing at the required place in the building premises etc. all operations complete as directed by the Engineer-in-charge . (Area of partition is measured for payment) |
| 178 | Making and fixinganodized aluminum frame for ventilators at all levels & heights using available materialspowder coated aluminum sections ,glass panels including providing and fixing with rawl plug,screwsclips, expansion hold fasteners etc wherever requiredcompleteas perthe directions of the Engineer-in-charge. (Aluminium material and glass will be supplied byBSNL at no cost). Area of aluminium framework is measured for payment. Any new material of glass/aluminium used as per directions of EICwill be paid separately |
| 179 | Extra for providing aluminium louver frame of 100mm width for ventilators with adjusting system for glass louvers etc as per directions of Engineer in charge(Glass louvers will be paid separately)(length of aluminium louver frame is measured for payment) |
