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| 1 | 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 : |
| 2 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 3 | 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. |
| 4 | 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). |
| 5 | 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 : |
| 6 | 250x16 mm |
| 7 | 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 : |
| 8 | 200x10 mm |
| 9 | 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 : |
| 10 | 75 mm |
| 11 | 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. |
| 12 | 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. |
| 13 | 30 mm thick plain PVC door shutters. |
| 14 | 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @3.3kg/sqm including pointing the joints with white cement and matching pigments etc., complete. |
| 15 | Providing and fixing unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC SWR pipes conforming to IS 13592, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. |
| 16 | Single tee with door |
| 17 | 75x75x75 mm |
| 18 | 110x110x110 mm |
| 19 | 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. |
| 20 | 75 mm |
| 21 | 110 mm |
| 22 | White washing with lime to give an even shade : |
| 23 | Old work (two or more coats) . |
| 24 | 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 direction of Engineer-in-harge. |
| 25 | With cement mortar 1:4 (1cement: 4 coarse sand). |
| 26 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: |
| 27 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). |
| 28 | Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineerin-Charge. |
| 29 | Internal Work- Exposed on wall |
| 30 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 31 | Of area 3 sq. metres and below |
| 32 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |
| 33 | For thickness of tiles 10 mm to 25 mm |
| 34 | 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. |
| 35 | 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 : |
| 36 | W.C. pan with ISI marked white solid plastic seat and lid |
| 37 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap 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 : |
| 38 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern |
| 39 | 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: |
| 40 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap |
| 41 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 42 | Flexible pipe |
| 43 | 32 mm dia |
| 44 | 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 : |
| 45 | Rectangular shape 453x357 mm |
| 46 | 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 |
| 47 | 15 mm nominal outer dia. Pipes. |
| 48 | 20 mm nominal outer dia. Pipes. |
| 49 | 25 mm nominal outer dia .Pipes. |
| 50 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 51 | 25 mm nominal bore |
| 52 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 53 | 45 cm length |
| 54 | 15 mm nominal bore |
| 55 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931: |
| 56 | 15 mm nominal bore. |
| 57 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. |
| 58 | 15 mm nominal bore. |
| 59 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): |
| 60 | With float glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm) |
| 61 | 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 |
| 62 | 50 mm average thickness |
| 63 | 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. |
| 64 | 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 |
| 65 | 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. |
| 66 | 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). |
| 67 | 12 mm average thickness. |
| 68 | 25 mm average thickness in 2 layers. |
| 69 | 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. |
| 70 | 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. |
| 71 | (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) |
| 72 | 50mm thick in Grade M 25 with cement content not less than 330 kg per cum |
| 73 | Uprooting of trees / plants/shurbs on the surface of wall/roof in the building premises in the following operations as per the directions of Engineer in charge:i) Reaching upto the vicinity of the vegetation by erecting temporary scaffolding or with the help of suspended Jhula.(ii) Removing the vegetation along with roots including its traces. (iii) Saturating the area with dilute acid.(iv) Repairs to plaster damaged due to uprooting of vegetation, including cleaning and preparing the surface if required with PCC 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded stone agggregate 20 mm nominal size)and plastering over it with cement mortar 1:3 (1 Cement : 3 Fine sand) |
| 74 | Providing and fixing Ceramic Corvin wall mounting Division of size 90x320x720 mm as urinal partition of approved make of CERA or equivalent makein toilets etc., complete as directed by the Engineer in Charge. |
| 75 | Providing and fixing stainless steel grating / jalli with or without hole etc., whichever is required etc., complete as directed by the Engineer in charge. |
| 76 | Dismantling of EWC, OWC, WB, Urinal stall or Urinal partition if any availablein one toilet and disposal of the same beyond the municipal limits etc., complete as directed by the Engineer in charge. |
| 77 | Providing and fixing unplasticised rigid PVC soil, waste and vent pipes confirming to IS: 13592 type B including jointing with seal ring confirming to IS:5382, leaving 10mm gap for thermal expansionSingle socketed pipes |
| 78 | 110 mm diameter |
| 79 | 75 mm diameter |
| 80 | Providing and fixing unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC SWR pipes conforming to IS 13592, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. |
| 81 | Terminal guard |
| 82 | 75mm diameter |
| 83 | 110mm diameter |
| 84 | Dismantling of unserviceble soil or waste CI/SCI pipes of diameter upto 150mm in the duct including fittings / fixtures and stacking the same in ground floor as directed by the Engineer in charge. |
