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| 1 | Providing and laying in position Lime concrete of mix 1:2: (1 Lime Putty: 2 Surkhi: 2 Brick Aggregate) in sunken floors including ramming etc., upto floor five level as directed by the Engineer-in-Charge. |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 3 | 1:4:8 (1 Cement : 4 Stone Dust (M sand) : 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 4 | Brick work with common burnt clay bricks of class designation 5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 Stone Dust (M sand): |
| 5 | With F.P.S.(non modular) bricks. |
| 6 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation .5 in superstructure above plinth level up to floor V level. |
| 7 | Cement mortar 1:4 (1 cement :4 Stone Dust (M sand) |
| 8 | Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 12 mm to 15 mm 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 finishedsmooth. |
| 9 | Granite Stone of approved shade |
| 10 | 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 : |
| 11 | 250x16 mm |
| 12 | 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 : |
| 13 | 150x10 mm |
| 14 | 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 : |
| 15 | 100 mm |
| 16 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer-in-Charge. |
| 17 | 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 30mm 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 75 mm 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 75 mm 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. |
| 18 | 30 mm thick plain PVC door shutters. |
| 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 : 3coarse 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 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. |
| 21 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 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. a)110 mm |
| 22 | 12 mm cement plaster of mix : |
| 23 | 1:6 (1 cement: 6 fine sand) |
| 24 | 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 additonal coats wherever required to give and even shade. And colour. |
| 25 | Old work one or more coats. |
| 26 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: |
| 27 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 28 | 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 within 50 metres lead : |
| 29 | With cement mortar 1:4 (1 cement : 4 fine sand). |
| 30 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: |
| 31 | Float glass panes of thickness 4 mm. |
| 32 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 33 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer in-charge |
| 34 | 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.. |
| 35 | In cement mortar |
| 36 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 37 | Of area 3 sq. metres and below |
| 38 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |
| 39 | For thickness of tiles 10 mm to 25 mm |
| 40 | 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. |
| 41 | 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. |
| 42 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. |
| 43 | Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineerin-Charge. Internal Work- concealed in wall |
| 44 | 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 |
| 45 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 46 | 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 andfixtures complete, including cutting and making good the walls and floors wherever required : |
| 47 | W.C. pan with ISI marked white solid plastic seat and lid |
| 48 | 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: |
| 49 | White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap. |
| 50 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. |
| 51 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 52 | Flexible pipe i) 32 mm dia |
| 53 | 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 : |
| 54 | Rectangular shape 453x357 mm |
| 55 | 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 |
| 56 | 20 mm nominal outer dia. Pipes. |
| 57 | 25 mm nominal outer dia .Pipes. |
| 58 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 59 | 15 mm nominal bore |
| 60 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 : |
| 61 | 15mm nominal bore |
| 62 | Providing and fixing PTMT grating of approved quality and colour. |
| 63 | Circular type. i) 100 mm nominal dia. |
| 64 | Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. |
| 65 | 15 mm nominal bore with 30 cm length. |
| 66 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: (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. (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. (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. (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). |
| 67 | 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 |
| 68 | 25 mm average thickness |
| 69 | 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. |
| 70 | Bars upto 12 mm diameter |
| 71 | 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. 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 |
| 72 | 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). |
| 73 | 12 mm average thickness. |
| 74 | 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. (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) |
| 75 | 25mm thick in Grade M 25 with cement content not less than 330 kg per cum |
| 76 | Providing and Applying damp proof primer as per the procedure given below:Application of Damp proof coat over the plastered masonry walls/concrete/RCC surfaces in bath rooms, sunken areas, balconies etc. after curing and initial preparaton of surfaces like cleaning free of dust,oil, grease loose particle, wash the surface thoroughly with water, prior to the application the surface has to be in dry conditon. Applying damp proof coat of approved brand and manufacture preferably Asian paints smartcare DampBlock 2K a acrylic polymer modified cementious high performance coating applied as water proofing and for anti effloresence. Mixing: Add powder to liquid (2 parts powder & 1 part liquid supplied by manufacturer) slowly under stirring, Mix the entire quantity until get the smooth homogeneous slurry without lump is achieved (Do not add water) Application:Apply the damp block 2 K slurry by brush or roller over the surface. ( coverage area of 7 sqm/kg/coat & Curing required for 3 to 5 days period)a) One or more coats. |
| 77 | Dismantling Marble/Granite stone slabs in urinal partition including stacking within 50 metres lead and refixing the same as directed by Engineer-in-charge. |
| 78 | Removal of damaged wash basins with or without pedestals from postion including disposal of unserviceable materials and stacking of serviceble materials as per the directions of Engineer-in-Charge. |
| 79 | Removal of E.W.C. Pan of all sizes including stacking of serviceble materials as per the directions of Engineer-in-Charge. |
| 80 | Dismantling Urinals of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. |
| 81 | Removal of Bevelled Edge / framed mirrors from position including disposal of unserviceable materials and stacking of serviceble materials as per the directions of Engineer-in-Charge. |
| 82 | Removal of blockage in manholes including clearing for free flow of waste lines. |
| 83 | Cleaning the entire terrace ,khurras,porches top including removal of plants including cutting its stem and roots applying acid to prevent future growth and disposal of rubbishes etc complete as directed by Engineer-in-charge. |
| 84 | Cutting tree branches that fall closer to the building and other structures including disposal of the unserviseables from the compound. |
| 85 | Refixing the available wooden shutter in position including necessary repairs like easening, providing new stainless steel hinges etc complete as directed by Engineer-in-charge. |
| 86 | Providing and fixing PVC floor trap of approved design as directed by the Engineer-in-Charge. |
| 87 | 100mm inlet and 75mm outlet(Single Way) |
| 88 | Providing and fixing PVC floor trap of approved design as directed by the Engineer-in-Charge. |
| 89 | 100mm inlet and 50mm outlet (Multi Way) |
| 90 | Providing and fixing PVC pipes for waste water /drainage lines of approved brand and standards |
| 91 | a) 75 mm Diameter |
| 92 | b)110 mm Diameter |
| 93 | Credit for the recovered wooden door Shutters i/c frames as directed by the Engineer-in-charge. |