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| 1 | Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared.whole site |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge |
| 3 | All kinds of soil : |
| 4 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. |
| 5 | All kinds of soil : |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, lead upto 50Mt & lift upto 1.50M. |
| 7 | Excavating, supplying and filling of local earth (including royalty)by mechanicaltransport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 8 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level |
| 10 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 11 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 12 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) below plinth beam to hold the earth |
| 13 | 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 14 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 15 | CAST-IN-SITU Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level. |
| 16 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 17 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. |
| 18 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 19 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with |
| 20 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 21 | Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: |
| 22 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 23 | Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete UPTO PLINTH LEVEL |
| 24 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete above plinth level |
| 25 | Centering and shuttering including strutting, propping etc. and removal of form work for :- |
| 26 | Foundations, footings, bases of columns etc. for mass concrete |
| 27 | Suspended florrs, roofs, landings, balconies and access platforms |
| 28 | Lintel, beams, plinth beams, girders, bressumers and cantilevers |
| 29 | Columns, Pillar, Pier, abutments, posts and struts |
| 30 | Stairs (excluding landings) except spiral staircases. |
| 31 | Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 32 | Add for plaster drip course/grooves in plastered surface or moulding to R.C.C. projections |
| 33 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 34 | Extra for brick work in super structure above plinth level upto floor V-level. |
| 35 | CERAMIC GLAZED TILES Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 36 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): |
| 37 | Cost for Dash fastner/ Chemical fastener, |
| 38 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. 5.0 mm thick glass pane (weighing not less than 12.50 kg/sqm) |
| 39 | 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. With ISI marked M.S. pressed butt hinges bright finished of requiredsize with necessary screws- 35 MM THICK |
| 40 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured) |
| 41 | Extra for providing vision panel not exceeding 0.1 sqm in all types of flush doors (Cost of glass excluded) (overall area of door shutter to be measured) |
| 42 | Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). |
| 43 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete Fixed to openings / wooden frames with rawl plugs screws etc. |
| 44 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete. 250 x 10 |
| 45 | Providing and fixing bright finished brass door latch with necessary screws etc. complete. :300x16x5 mm |
| 46 | Providing and fixing bright finished brass handles with screws etc. complete : |
| 47 | 125 mm |
| 48 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete |
| 49 | Providing and fixing factory made uPVC white colour casement/casement cumfixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware\"s anddrainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. |
| 50 | Casement window double panels with S.S. friction hinges (300x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window above 0.75 sqmupto1.50 sqm). |
| 51 | Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware\"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. |
| 52 | Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm) |
| 53 | Cost for Toughened glass 12 mm thickness |
| 54 | Cost of Galavanised wire mesh of average width of aperture 1.4 mm and nominal dia. of wire 0.63 mm |
| 55 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 56 | 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.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 57 | Providing and fixing hand rail of approved size by welding etc. to steelladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. |
| 58 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 59 | Providing and fixing ball bearing for rolling shutters. |
| 60 | VITRIFIED FLOOR TILESProviding and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching Pigments etc. complete Size of tile 600x600 mm |
| 61 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours and shades, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement and matching pigments etc. complete Size of tile 600x600 mm |
| 62 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 63 | Providing edge moulding to 18 mm/16 mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. |
| 64 | Stone tile (polished) work for wall lining over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3kg/sqm including pointing in white cement with curing complete. |
| 65 | CEMENT PLASTER (IN FINE SAND)12mm Cement plaster of mix 1:6 (1 cement : 6 fine sand): |
| 66 | 15mm cement plaster on the rough side of single or half brick wall of mix in 1:6 (1 cement : 6 fine sand). |
| 67 | 6MM CEMENT PLASTER6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 68 | Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications: |
| 69 | Painting wood work with deluxe multi surface paint of required shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.75litre/10sqm of approved brand and manufacture |
| 70 | Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including water thinnable priming coat to give an even shade |
| 71 | EXTERIOR FINISHINGFinishing wall with premium acrylic smooth exterior paint with silicone additives of required shade on New work (two or more coats applied @ 1.43 liter/10sqm over and including priming coat of water exterior paint applied @ 2.20kg/10sqm) |
| 72 | French spirit polishing, Two or more coats on new works including a coat of wood filler |
| 73 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 74 | Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 75 | Providing and laying integral cement based water proofing treatment including preparation of surfaces as required for treatment of roofs, balconies, terraces etc consisting of following operations.a) Applying a slurry coat of neat cement using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the RCC Slab including adjoining walls upto 300mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/ Brick Bats 25mm to 115mm size with 50% of Cement mortar 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over 20mm thick layer of cement mortar of mix 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer in-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of Junctions of walls and slabs) c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm of cement admixed with water proofingcompound conforming to IS 2645 and approved by Engineer-in-charge. d) finishing the surface with 20mm thick joint less cement mortar of mix 1:4(1 cement: 4 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300mm/sq 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by Engineer in-charge. |
| 76 | With average thickness of 120mm and minimum thickness at khurra as 65 mm |
| 77 | Providing and fixing white vitreous china pedestal type water closet(European type) with seat and lid , 10 liter low level white vitreous chinaflushing cistern and CP flush bend with fittings and C.I. brackets, 40mmflush bend, overflow arrangement with specials of standard make andmosquito proof coupling of approved municipal design complete,including painting of fittings and brackets, cutting and making good thewalls and floors wherever required: |
| 78 | W.C. pan with ISI marked white solid plastic seat and lid. |
| 79 | Providing and fixing wash basin with C.I. brackets, 15mm 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 : |
| 80 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. |
| 81 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as perI.S. 13983 with C.I. brackets and stainless steel plug 40 mm, includingpainting of fittings and brackets, cutting and making good the wallswherever required : |
| 82 | Kitchen sink with drain board 510x1040mm bowl depth 250mm |
| 83 | Providing and fixing mirror of superior glass (of approved quality) and ofrequired shape and size with plastic moulded frame of approved makeand shade with 6 mm thick hard board backing |
| 84 | Rectangular shape 1500x450 mm |
| 85 | Providing and fixing toilet paper holderwith Flap made out of C.P Brass |
| 86 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto1 metre long with S.S. triangular plate to European type W.C. ofquality and make as approved by Engineer - in - charge |
| 87 | Providing and fixing brass bib cock of approved quality. |
| 88 | 15 mm nominal bore |
| 89 | Providing and fixing 15 mm nominal bore C.P. brass angle valve forbasin mixer and geyser points of approved make conforming to IS : 8931 |
| 90 | Providing and fixing CP Brass Single lever telephonic wall mixer ofquality & make as approved by Engineer in charge. |
| 91 | (a) 15 mm nominal dia |
| 92 | Providing and fixing CP Brass 32mm size Bottle Trap of approvedquality & make and as per the direction of Engineer-in-charge. |
| 93 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet |
| 94 | 150 mm diameter |
| 95 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C waste fittings complete: |
| 96 | Flexible pipe 40 mm dia |
| 97 | Providing and fixing 15 mm nominal bore of standard back type C.P. brass close hole basin mixer pillar tap of approved quality and make, weighing not less than 1.970 kg.(For Kitchen Sink) |
| 98 | Providing and fixing PP soil, waste and vent pipesAs Per BS EN 1451suitable to rubber ring joints , which includes bends, rubber ring, jointing, junctions, clean out plug , cowls, offsets, collar, M.S holder-bat clamps, access pieces, trap of self cleansing design .etc. complete including jointing.(Ref: Astral Drain Pro or Equivalent) |
| 99 | 110 mm dia. PP SWR socketed pipe with rubber ring joints as Per BS EN 1451 |
| 100 | 75 mm dia. PP SWR socketed pipe with rubber ring joints as Per BS EN 1451 |
| 101 | 50 mm dia. PP SWR socketed pipe with rubber ring joints as Per BS EN 1451(Anti Siphon Pipe) |
| 102 | Providing and fixing of Rain Water pipes PP soil, waste and vent pipesAs Per BS EN 1451 suitable to rubber ring joints , which includes bends, rubber ring, jointing, junctions, clean out plug , cowls, offsets, collar, M.S holder-bat clamps, access pieces, trap of self cleansing design .etc. complete including jointing. |
| 103 | 110 mm dia. PP SWR socketed pipe with rubber ring joints as Per BS EN 1451 |
| 104 | Providing and Fixing of Floor Traps 110 mm with double chrome plated Cover one Grated and one closed and all other fittings required. |
| 105 | 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 : 1.5coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominalsize), foundation concrete 1:4:8 mix (1 cement : 4 coarsesand (zone- III): 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished withfloating coat of neat cement and making channels in cement concrete1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mmnominal size) finished with a floatingcoat of neat cement complete as perstandard design : |
| 106 | Inside size 90x80 cm and 45 cm deep including C.I. cover withframe (light duty) 455x610 mm internal dimensions, total weight ofcover and frame to be not less than 38 kg (weight of cover 23 kg andweight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 |
| 107 | Supply, Installation of PVC Gully Trap of Size 110 mm |
| 108 | PE - AL - PE COMPOSITE PRESSURE PIPES |
| 109 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot and cold water supply, including allCPVC plain and brass threaded fittings. This includes jointing of pipesand fittings with one step CPVC solvent cement and testing of jointscomplete as per direction of Engineer-in-charge.(SDR-11) |
| 110 | Internal work Concealed fixing the pipe with clamps at1.00 meter spacing including cutting chases and making good thewall etc. |
| 111 | 15mm nominal outer dia pipes |
| 112 | 20mm nominal outer dia pipes |
| 113 | 25mm nominal outer dia pipes. |
| 114 | 32mm nominal outer dia pipes. |
| 115 | Internal work-exposed on wall with clamps at 1.00 meterspacing |
| 116 | 25mm nominal outer dia pipes |
| 117 | 32mm nominal outer dia pipes. |
| 118 | 40mm nominal outer dia pipes. |
| 119 | External work including trenching and refilling etc.complete |
| 120 | 40mm nominal outer dia pipes. |
| 121 | Providing and fixing unplasticised PVC connection pipe with brass unions: |
| 122 | 45 cm length 15 mm nominal bore |
| 123 | Cutting holes upto 30x30 cm in walls including making good the same with common burnt clay F.P.S.(non modular) bricks |
| 124 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) |
| 125 | 32 mm nominal bore |
| 126 | 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. |
| 127 | Making soak pit 2.5 m diameter 3.0 meter deep with 45x45 cm dry brickhoney comb shaft with common burnt clay (non modular) bricks of classdesignation 7.5 bricks and S.W. drain pipe 100 mm diameter, 1.8 m longcomplete as per standard design |
| 128 | Providing and fixing on wall 35 LTRS Electric Geyser with ABS Body. |
| 129 | Supply,Installation,Testing and Commissioning of Open Well Submersible Pump with a Discharge of 6.0 Cu.m/hr @Head of 45 MetersComplete with all accessories including header Pipes, allied materials and automatic Control Panel. |
| 130 | Carriage of Materials By Mechanical Transport including loading, unloading and stacking |
| 131 | Lime, moorum, building rubbish for 1 Km |
| 132 | Sand, stone aggregate below 40 mm nominal size for 10 Km |
| 133 | Stone aggregate 40 mm nominal size and above |
| 134 | Bricks -Lead 10 km |
