Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | EARTH WORK |
| 2 | Earthworkinexcavationbymechanicalmeans(Hydraulic excavator)/manualmeansoverareas(exceeding30cmin depth,1.5minwidthaswellas10sqmonplan)including gettingoutanddisposalofexcavatedearthleadupto50m and lift upto 1.5 m, as directed by Engineer-incharge |
| 3 | All kinds of soil |
| 4 | 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 up to 50 and for all lift. |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 6 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. |
| 7 | All kinds of soil |
| 8 | CONCRETE WORK |
| 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 (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 11 | 1:4:8 (1 Cement : 4 coarse sand (zone-III)derived from naturalsources:8gradedstoneaggregate40mmnominal size derived from natural sources |
| 12 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal sizeerived from natural sources). |
| 13 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer\"s specification. |
| 14 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 15 | REINFORCED CEMENT CONCRETE |
| 16 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement -All work up to plinth level : |
| 17 | 1 :1.5:3 (1 cement : 1.5 coarse sand (zone-Ill} derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 18 | 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. |
| 19 | 1:1.5:3(1cement:1.5coarsesand(zone-III)derivedfrom natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources) |
| 20 | 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 aggregae 20 mm nominal size derived from natural sources). |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 22 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 23 | Suspended floors, roofs, landings, balconies and access platform |
| 24 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 25 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 26 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 27 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 28 | SteelreinforcementforR.C.C.workincludingstraightening, cutting,bending,placinginpositionandbindingall complete above plinth level. |
| 29 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 30 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 31 | Extra for rendering smooth the top of suspended floors, landings and staircases (treads and risers) with cement mortar 1:2 (1 cement : 2 coarse sand), including a floating coat of neat cement and protecting the surface with a layer of 7.5 cm of earth laid over 15 mm of fine sand in case of suspended floor and bricks laid in mud mortar in case of landings and steps, including subsequent removal and cleaning of the same |
| 32 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 33 | MASONRY WORK |
| 34 | BrickworkwithcommonburntclayF.P.S.(nonmodular) bricksofclassdesignation7.5insuperstructureaboveplinth level up to floor V level in all shapes and sizes in : |
| 35 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 36 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 37 | 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. |
| 38 | Cement mortar 1:3 (1 cement :3 coarse sand) |
| 39 | Cement mortar 1:4 (1 cement :4 coarse sand) |
| 40 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry |
| 41 | Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100 mm/ 125 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1 :4 (1 cement: 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. |
| 42 | Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1 :4 (1 cement : 4 fine sand) |
| 43 | CLADDING WORK |
| 44 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms,vanitycounters,windowsills,faciasandsimilar locationsofrequiredsize,approvedshade, colourandtexture laidover20mmthickbasecementmortar1:4(1cement:4 coarsesand),jointstreatedwithwhitecement,mixedwith matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. |
| 45 | Granite stone slab of colour black, Cherry/Ruby red |
| 46 | Area of slab over 0.50 sqm |
| 47 | Providing edge moulding to 18 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. |
| 48 | Granite work |
| 49 | Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. |
| 50 | Providingand fixing Istqualityceramicglazed wall tiles conformingtoIS:15622(thicknesstobespecifiedbythe manufacturer), of approved make, in all colours, shades except burgundy,bottlegreen,blackofanysizeasapprovedby Engineer-in-Charge, in skirting, risers of steps and dados, over 12mmthickbedofcementmortar1:3(1cement:3coarse sand)andjointingwithgrey [email protected], includingpointinginwhitecementmixedwithpigmentof matching shade complete. |
| 51 | WOOD AND PVC WORK |
| 52 | 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 & length ( hold fast lugs or dash fastener shall be paid for separately). |
| 53 | Second class teak wood |
| 54 | 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 |
| 55 | Float glass panes |
| 56 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). |
| 57 | 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. |
| 58 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 59 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: |
| 60 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 61 | 30 mm thick including ISi marked Stainless Steel butt hinges with necessary screws |
| 62 | 25 mm thick (for cupboard) including ISi marked nickel plated bright finished M.S. Piano hinges with necessary screws |
| 63 | 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). |
| 64 | Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured): |
| 65 | Rectangular or square |
| 66 | Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). |
| 67 | Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete |
| 68 | 2nd class teak wood |
| 69 | 50x12 mm |
| 70 | 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 |
| 71 | Fixed to steel windows by welding |
| 72 | Providing and fixing ISi marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) |
| 73 | 250x16 mm |
| 74 | Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : |
| 75 | 125x64x1.90 mm |
| 76 | 100X58X1.90 mm |
| 77 | ProvidingandfixingIS:12817markedstainlesssteelbutt hinges (heavy weight) with stainless steel screws etc. complete : |
| 78 | 100x60x2.50 mm |
| 79 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete |
| 80 | 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 : |
| 81 | 300x16 mm |
| 82 | 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 : |
| 83 | 150x10 mm |
| 84 | Providing and fixing aluminium hanging floor door stopper, ISi marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete |
| 85 | Twin rubber stopper |
| 86 | Providing and fixing partition upto ceiling height consisting of G.I. frame and required board, including providing and fixing of frame work made of special section power pressed/ roll form G.I. sheet with zinc coating of 120 gms/sqm(both side inclusive), consisting of floor and ceiling channel 50 mm wide having equal flanges of 32 mm and 0.50 mm thick, fixed to the floor and ceiling at the spacing of 610 mm centre to centre with dash fastener of 12.5 mm dia meter 50 mm length or suitable anchor fastener or metal screws with nylon plugs and the studs 48 mm wide having one flange of 34 mm and other flange 36 mm and 0.50 mm thick fixed vertically within flanges of floor and ceiling channel and placed at a spacing of 610 mm centre to centre by 6 mm dia bolts and nuts, including fixing of studs along both ends of partition fixed flush to wall with suitable anchor fastener or metal screws with nylon plugs at spacing of 450 mm centre to centre, and fixing of boards to both side of frame work by 25 mm long dry wall screws on studs, floor and ceiling channels at the spacing of 300 mm centre to centre. The boards are to be fixed to the frame work with joints staggered to avoid through cracks, M.S. fixing channel of 99 mm width (0.9 mm thick having two flanges of 9.5 mm each) to be provided at the horizontal joints of two boards, fixed to the studs using metal to metal flat head screws, including jointing and finishing to a flush finish with recommended jointing compound, jointing tape, angle beadsat corners (25 mm x 25 mm x 0.5 mm), joint finisher and two coats of primer suitable for board as per manufacture\"s specification and direction of engineer in charge all complete. |
| 87 | 75 mm overall thickness partition with 12.5 mm thick doubleskin fire rated Glass Reinforced Gypsum (GRG) plasterboard conforming to IS: 2095: part 3 (Board with BIScertification marks) |
| 88 | Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc complete as per direction of Engineer-in-charge. |
| 89 | Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality |
| 90 | 1.5 mm thick |
| 91 | Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws: |
| 92 | 35 mm thick shutters. |
| 93 | With ISI marked stainless steel butt hinges of required size. - Second class teak wood. |
| 94 | Providing and fixing fire resistant door frame of section 143 x 57 mm having built in rebate made out of 16 SWG G.I. sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based concrete mix, suitable for mounting 60 minutes fire rated door shutters. The frame is fitted with intumuscent fire seal strip of size 10x4 mm (minimum) alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in-charge (Dash fastener to be paid for separately). |
| 95 | Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to IS:3614 (Part-II), tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, lock rail, top rail 100 mm wide, bottom rail 200 mm wide, made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/m2) duly filled FR insulation material and fixing with necessary stainless steel ball bearing hinges of approved make, including applying a coat of approved fire resistant primer etc. all complete as per direction of Engineer-in-charge (panneling to be paid for separately). |
| 96 | Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/ powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per NBC 2016, IS 16231 (Part 3):2016and as per direction of Engineer-in-charge with glass of required thickness having 60 minutes of fire resistance both integrity & radiation control (EW60) and minimum 20 minutes of insulation (EI20). The manufacturer have to give test report/certification of fire glass and the glass should have the stamp showing the value of E, EW & EI. The glass shall be tested in approved NABL accredited lab or by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing size shall not be more than 1100x2200 mm (w x h) or 2.42 sqm. |
| 97 | Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch & Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge, all complete. |
| 98 | Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1. 70 mm for Series R 1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and lnline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage 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 approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for (i) Sites with basic wind speed > 45 m/sec as per IS 875 - Part 3 (ii) Sites with structure height more than 20m for all wind speeds |
| 99 | Three track three panels sliding window with two glazed & one wiremeshpanelswithAluminiumchannelforrollertrack, wool pile, nylon rollers with SS 304 body. |
| 100 | UsingR2serieswithframe(70mm&above)x(40mm& above)&bothglazedandfly screensash(25mm &above)x (50mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). |
| 101 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screensash (30 mm & above) x (55 mm & above)with zinc alloy (zamak) powder coated handleon every glazed panel along with multi-pointlocking system. (Height upto 1.8m). |
| 102 | Fixed window/ ventilator without mullion/ transom. |
| 103 | Using R2 series with frame (39 mm & above) x (39 mm & above). (Height upto 1.2 metre) |
| 104 | Using R3 series with frame (55 mm & above) x (45 mm & above). (Height upto 2.5 metre) |
| 105 | Fixed window/ ventilator with mullion / transom |
| 106 | UsingR1serieswithframe(33mm&above)x(35 mm& above)&bothglazedandfly screensash(33 mm &above)x (50mm & above) (Height upto 0.90 metre). |
| 107 | Using R2 series with frame (39 mm & above ) x (39 mm & above) & mullion (39 mm & above) x (60 mm & above). (Height upto 1.2 metre) |
| 108 | Using R3 series with frame (55 mm & above ) x (45 mm & above) & mullion (55 mm & above) x (65 mm & above). (Height upto 2.5 metre |
| 109 | Ventilator Casement window single panel with or without fixed panel with S.S. 304 friction hinges as per size andweight of sash, single point locking zinc alloy (zamak) powder coated handles |
| 110 | Using R2 series with frame (39 mm & above) x (39 mm & above) & sash /mullion (39 mm &above) x (60 mm & above). (Height upto 1.2 metre) |
| 111 | Providing and fixing stainless steel (SS-304 grade) friction hinges to the side/top hung uPVC windows, of approved quality, with necessary stainless steel screws etc. as per direction of Engineer-in-charge. |
| 112 | 300 x 19 x 1.9 mm |
| 113 | 350 x 19 x 1.9 mm |
| 114 | Providing and fixing casement handle made of zinc alloyed (white powder coated) for uPVC casement window with necessary screws etc. complete. |
| 115 | Providing and fixing zinc alloyed (white powder coated) touch lock for uPVC sliding window with necessary screws etc. complete. |
| 116 | Providing and fixing steel roller for uPVC sliding window with necessary screws etc. complete. |
| 117 | Providing and fixing steel roller for uPVC sliding door with necessary screws etc. complete. |
| 118 | Providing and fixing steel (white power coated) crescent lock for uPVC sliding window/ door with necessary screws etc. complete. |
| 119 | Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. |
| 120 | 125mm |
| 121 | 100mm |
| 122 | STEEL WORK |
| 123 | Structuralsteelworkriveted,boltedorweldedinbuiltup sections,trussesandframedwork,includingcutting,hoisting, fixing in position and applying a priming coat of approved steel primer all complete: |
| 124 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. |
| 125 | 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). |
| 126 | Steelworkinbuiltuptubular(round,squareorrectangular hollowtubesetc.) trussesetc.,includingcutting,hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 127 | Hot finished welded type tubes |
| 128 | Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. |
| 129 | 10 x 140 mm |
| 130 | 10 x 160 mm |
| 131 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 132 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. |
| 133 | Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. |
| 134 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with : |
| 135 | 4.0 mm thick glass panes. |
| 136 | 5.5 mm thick glass panes. |
| 137 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. |
| 138 | FLOORING WORK |
| 139 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, ncluding cement slurry, but excluding the cost of nosing of steps etc. complete |
| 140 | 40 mm thick with 20 mm nominal size stone aggregate |
| 141 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement |
| 142 | 18 mm thick |
| 143 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 144 | 25 mm thick. |
| 145 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 146 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. |
| 147 | Double charge vitrified tile polished finish of size |
| 148 | Size of Tile 600 x 600 mm |
| 149 | Deduct for not using 20 mm thick cement mortar 1 :4 (1 cement : 4 coarse sand) bedding in laying of floor tiles and jointing with grey cement slurry @ 3.3 kg/ sqm |
| 150 | Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3 mm thickness. |
| 151 | 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 & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1 :3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. |
| 152 | Size of Tile 600x600 mm |
| 153 | Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. |
| 154 | Size of Tile 600x600 mm |
| 155 | Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). |
| 156 | Size of Tile 600x600 mm |
| 157 | Providing and laying flamed finish 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-inCharge : |
| 158 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent |
| 159 | ROOFING WORK |
| 160 | Providing flat iron brackets 50x3 mm size with necessary bolts, nuts and washers etc. for fixing G.S. sheets gutters with purlins. |
| 161 | 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 |
| 162 | In 75x75 mm deep chase |
| 163 | Making khurras 45x45 cm with average minimum thickness of 5 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. |
| 164 | Providing and fixing plain multipurpose cement board (Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately). |
| 165 | 6 mm thick Cement fiber board, Type-B, Category-III as perIS: 14862: 2000 |
| 166 | Providing fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS : 8183, density 24kg / m3, 50mm thick, wrapped in 200 G Virgin Polythene bags, fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x 24 gauge wire mesh, for top most ceiling of building. |
| 167 | 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. |
| 168 | 75 mm diameter |
| 169 | 110 mm diameter |
| 170 | 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 |
| 171 | Coupler |
| 172 | 110 mm |
| 173 | Single pushfit Coupler |
| 174 | 110mm |
| 175 | Single tee with door |
| 176 | 110x110x110 mm |
| 177 | Single tee without door |
| 178 | 110x110x110 mm |
| 179 | Bend 87.5° |
| 180 | 110 mm bend |
| 181 | Shoe (Plain) |
| 182 | 110 mmshoe |
| 183 | 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 |
| 184 | 110 mm |
| 185 | Providing and fixing false ceiling at all heights including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x1 0x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws@ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer\"s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : |
| 186 | 12.5 mm thick tapered edge gypsum plain board conformingto IS: 2095- (Part I) :2011 (Board with BIS certification marks) |
| 187 | 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 /self 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. |
| 188 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram 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 using self drilling/ self tapping screws complete : |
| 189 | Ridges plain (500 - 600mm) |
| 190 | Flashings/ Aprons.( Upto 600 mm) |
| 191 | Gutter (600 mm over all girth) |
| 192 | Providing and fixing GI Clip in Metal Ceiling System of 600x600 mm module which includes providing and fixing \"C\" wall angle of size 20x30x20 mm made of 0.5 mm thick pre painted steel along the perimeter of the room with help of nylon sleeves and wooden screws at 300 mm center to centre, suspending the main C carrier of size 10x38x10 mm made of G.I steel 0.7 mm thick from the soffit with the help of soffit cleat 37x27x25x1 .6mm, rawl plugs of size 38x12 mm and C carrier suspension clip and main carrier bracket at 1000 mm c/c. Inverted triangle shaped Spring Tee having height of 24 mm and width of 34 mm made of GI steel 0.45 mmthick is then fixed to the main C carrier and in direction perpendicular to it at 600 mm centers with the help of suspension brackets. Wherever the main C carrier and spring T have to join, C carrier and spring T connectors have to be used. All sections to be galvanized@ 120 gms/sqm (both sideinclusive), fixing with clip in tiles into spring T with : |
| 193 | GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600 and 0.5 mm thick with 25 mm height, made of G I sheet having galvanizing of 100 gms/ sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. |
| 194 | Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance> 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1 :4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1 :1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. |
| 195 | Providing and fixing thermal insulation with Resin Bonded rock wool conforming to IS: 8183, having density 48 kg/m3,50 mm thick,wrapped in 200 G Virgin Polythene Bags fixed to wall with screw, rawel plug & washers and held and in position by criss cossing GI wire etc. complete as per directions of Engineerin- Charge. |
| 196 | FINISHING WORK |
| 197 | 12 mm cement plaster of mix : |
| 198 | 1:4 (1 cement: 4 coarse sand) |
| 199 | 1:6 (1 cement: 6 coarse sand) |
| 200 | 15 mm cement plaster on rough side of single or half brick wall of mix |
| 201 | 1:4 (1 cement: 4 coarse sand) |
| 202 | 1:6 (1 cement: 6 coarse sand) |
| 203 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 204 | 1:3 (1 cement: 3 fine sand) |
| 205 | 1:4 (1 cement: 4 fine sand) |
| 206 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers |
| 207 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 208 | Finishing walls with textured exterior paint of required shade : |
| 209 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @2.20kg/10 sqm. |
| 210 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 211 | 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). |
| 212 | FinishingwallswithPremiumAcrylicSmoothexteriorpaintwith Silicone additives of required shade |
| 213 | New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. Over andincludingpriming coatof exteriorprimer applied@ 2.20 kg/ 10 sqm). |
| 214 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) |
| 215 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade |
| 216 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacturer. |
| 217 | 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. |
| 218 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour |
| 219 | Two coats |
| 220 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. |
| 221 | With water thinnable cement primer on wall surface havingVOC content less than 50 grams/litre |
| 222 | REPAIRS TO BUILDING |
| 223 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials including malba all complete as per directions of Engineer-in-Charge |
| 224 | Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge |
| 225 | Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured 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 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. 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 : |
| 226 | 3 mm thick |
| 227 | DISMANTLING AND DEMOLISHING |
| 228 | Demolishingcementconcretemanually/by mechanical means includingdisposalofmaterialwithin50metresleadasper direction of Engineer - in - charge. |
| 229 | Nominalconcrete1:3:6orrichermix(i/cequivalentdesignmix) |
| 230 | 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 |
| 231 | Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work. |
| 232 | 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. |
| 233 | In cement mortar |
| 234 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): |
| 235 | From brick work in cement mortar |
| 236 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 237 | Of area 3 sq. metres and below |
| 238 | Of area beyond 3 sq. metres |
| 239 | Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead |
| 240 | Of area 3 sq. metres and below |
| 241 | Of area beyond 3 sq. metres |
| 242 | 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 |
| 243 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge |
| 244 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |
| 245 | For thickness of tiles 10 mm to 25 mm |
| 246 | Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 247 | Demolishing mud phaska in terracing and disposal of material within 50 metres lead. |
| 248 | Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : |
| 249 | 75 to 80 mm dia pipe |
| 250 | 100 mm dia pipe |
| 251 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : |
| 252 | 15 mm to 40 mm nominal bore |
| 253 | Above 40 mm nominal bore |
| 254 | Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. |
| 255 | 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. |
| 256 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineerin-charge. |
| 257 | 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 |
| 258 | SANITARY INSTALLATIONS |
| 259 | Providing and fixing P.V.C. waste pipe for sink or wash basinincluding P.V.C. waste fittings complete. |
| 260 | Semi rigid pipe |
| 261 | 40 mm dia |
| 262 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality)complete with6mm thick hard boardgroundfixed towooden cleatswith C.P.brass screws and washers complete. |
| 263 | Providing and fixing toilet paper holder : |
| 264 | C.P. brass |
| 265 | Providing and fixing floor mounted, white vitreous chinasinglepiece,doubletrapssyphonicwaterclosetofapproved brand/make,shape,sizeandpatternincludingintegratedwhite vitreouschinacisternof capacity10litreswithdualflushing system, including all fittings andfixtures with seat cover, cistern fittings, nuts, bolts and gasket etcincluding making connection with the existing P/S trap, complete inall respect as per directions of Engineer-in-Charge. |
| 266 | WATER SUPPLY WORK |
| 267 | ProvidingandfixingChlorinatedPolyvinylChloride(CPVC) pipes,havingthermalstabilityforhot&coldwatersupply, includingallCPVCplain&brassthreadedfittings,i/cfixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the costofcuttingchasesandmakinggoodthesameincluding testingofjointscompleteasperdirectionofEngineerin Charge. Concealed work, including cutting chases and making good the walls |
| 268 | 20 mm nominal dia Pipes |
| 269 | ProvidingandfixinguplasticisedPVCconnectionpipewithbrass unions : |
| 270 | 45 cm length |
| 271 | 15 mm nominal bore |
| 272 | 20 mm nominal bore |
| 273 | ALUMINIUM WORK |
| 274 | Providing and fixing aluminium work for doors, windows, ventilators andpartitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanicallywherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : |
| 275 | For fixed portion |
| 276 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 277 | For shutters of doors, windows & ventilators includingproviding and fixing hinges/ pivots and making provisionfor fixing of fittings wherever required including the cost ofEPDM rubber / neoprene gasket required (Fittings shall bepaid for separately) |
| 278 | Powder coated aluminium (minimum) thickness of powder coating 50 micron) |
| 279 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge |
| 280 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side |
| 281 | Pre-laminated particle board with decorative lamination on both sides |
| 282 | 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): |
| 283 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 284 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineerin- charge. |
| 285 | With stainless steel cover plate minimum 1.25 mm thickness |
| 286 | With brass cover plate minimum 1.25 mm thickness |
| 287 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. |
| 288 | Upto 5mm depth and 5 mm width |
| 289 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P brass/ stainless steel screws @ 200mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). |
| 290 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). |
| 291 | WATER PROOFING WORK |
| 292 | 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. |
| 293 | CONSERVATION OF HERITAGE BUILDING |
| 294 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto25 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. 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.Note:- (1)The elevational area of the scaffolding shall be measured for payment purpose. (2)The payment will be made once only for execution of all items for such works. |
| 295 | NEW TECHNOLOGIES AND MATERIALS |
| 296 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as perspecifications and direction of Engineer-In-charge complete in all respect. |
| 297 | 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 |
| 298 | Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns as per CPWD Specification 2019, to be laid in true horizontal level suspended on interlocking metal T-Grid of hot dipped galvanised iron section of 0.33 mm thick (galvanized @ 120 grams per sqm including both sides)comprising of main-T runners of size 24x38 mm of length 3000 mm,cross - T of size 24x32 mm of length 1200 mm and secondaryintermediate cross-T of size 24x32 mm of length 600 mm to formgrid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 12x50 mm long dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 76x25x25x1.6 mm fixed with grid and Z cleat of size 25x37x25x1.6 mm thick with precut hole on both 25 mm flange to pierce into 12x50 mm or even bigger size dash fastener if require, fixed with Glavanised iron perimeter wall angle or size 24x24x0.40 mm of length 3000 mm to be fixed on periphey wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall S.S screws. The work shal be carried out as per specifications, drawing and as per directionsof the Engineer-in-Charge. |
| 299 | With 15 mm thick Tegular edged light weight calcium sliciate false ceiling tiles |
| 300 | Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150gms Aluminium Zinc Alloy coated steel having minimum yield strength 300-550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875-1987, ISO 800-1984 and IS:8011975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ ArchitekV2.5.16/ Revit architecture-2011 or equivalent.Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched with dimple/ slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250mm away from both ends of the member. The frame can besupplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. |
| 301 | All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchor bolt of dia as per approved drawings. design subject to minimum 12mm diameter and 121mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid separately) and located not more than 300mm from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT. The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixingarrangement at site as described above. |
| 302 | Providing and fixing of external wall system on Light gauge steel frame work with outer face cement boards as per standard sizes fixed with self- drilling / taping screws / fasteners @ 60cm c/c of approved make. A groove of 2 mm to 3mm shall be maintained and grooves shall be sealed with silicon based sealant. The board shall be fixed in a staggered pattern. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm and. Internal face 12.5 mm thick gypsum plaster board fixed on cement board as per standard sizes fixed with selfdrilling / taping screws / fasteners @ 60cm c/c of approved make, proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamless finish.(cost of frame work to be paid for separately) |
| 303 | Outer face- Outer face having 6 mm thick fiber cement board Type A, Category-IV as per IS:14862:2000 fixed on 9 mm thick fiber cement board, Type A, Category-IV as per IS:14862:2000 (high pressure steam cured)Inner Face- 12.5 mm thick gypsum plaster board conforming to IS 2095:2011 fixed on 8 mm thick fibre cement board of Type B, Category-III as per IS:14862:2000(High pressure steam cured) |
| 304 | Providing and fixing internal wall panels on Light gauge steel frame work with 12.5mm thick gypsum plaster board conforming IS 2095:2011 fixed on cement board as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make, Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm.Proper taping and jointing to be done using fiber mesh tape andepoxy and acrylic based jointing compound for seamless finish.(cost of frame work to be paid for separately |
| 305 | Cement Fiber Board 8 mm thick of Type B, Category III as per IS 14862:2000(High pressure Steam Cured) |
| 306 | Providing and fixing in all exterior face panels breathable vapour barrier underneath the cement fiber board as per National Building Code 2009 complete as per direction of Engineer-in-charge |
| 307 | Supplying and installation of moisture resistant/fire resistant cement board as per standard sizes fixed with self-drilling / taping screws. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm. |
| 308 | Cement Fiber Board 6 mm thick as per IS 14862:2000 of type B (High pressure Steam Cured) |
| 309 | Providing & Applying weather proof sealant on outer joints of approved make conforming to IS & directed by Engineer-in-charge |
| 310 | Sealant 25mm x 10mm at joints |
| 311 | Providing and fixing Scaffolding net of required width made of high density Polyethylene UV stabilized knitted on warp knitting machines having density 100grams/sqm and shading coefficient minimum 75% around the construction site/ for vertical extension as per requirement including fastening/tying with building/ scaffolding pipes or with any other fixtures etc. complete as per direction of Engineer-in-Charge. (One time payment shall be made for providing Scaffolding net from start of work till completion of work including shifting if any. The Scaffolding net shall be the property of the contractor on completion of the work) |
| 312 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory 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. (M.S hold fast/lugs or SS dash fasteners shall bepaid for separately). Note: For WPC solid door/window frames, minus 5 mm 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 |
| 313 | Frame size 45 x 70 mm |
| 314 | Frame size 45 x 85 mm |
| 315 | Frame size 50 x 100 mm |
| 316 | Frame size 50 x 125 mm |
| 317 | 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. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) |
| 318 | 30 mm thick |
| 319 | 35 mm thick |
| 320 | MISCELLANEOUS WORKS |
| 321 | Providing and fixing under counter wash basin with fitting accessories size 485x370x205 mm shape rectangular Jaquar make model no. CNS-WHT-701 or equivalent approved make as per direction of EIC |
| 322 | Providing & fixing counter mounted basin tap Jaquar make or equivalent (auto closing) complete as per direction of Engineer in charge. |
| 323 | Providing and fixing Bowl with Cistern for Extended wall hung WCwith PPsoft closeseat cover,Hinges,DualFlush cistern fitting.Accessoriesset,size380x630x770mmjaquarmake modelno.CNS-WHT-353SPPZorequivalentapprovedmake as per directions of EIC |
| 324 | Providing and fixing wall hung partition division HINDWARE make model no. SU810SC-C-STD-CR or equivalent of approved make as per direction of EIC. |
| 325 | Providing and fixing urinal valve auto closing system with built in control cock & wall flange jaquar make Model no PRS- 077 or equivalent of approved make as per directions of the engineer in charge. |
| 326 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. |
| 327 | Providing and fixing health faucet with 8mm dia. 1 meter long flexible tube & wall hook. Jaquar make model no. ALD-573 or equivalent approved make as per the direction of EIC |
| 328 | Providing and fixing bottle trap of Jaquar make 32 mm size with 250mm x190mm long wall connectionn pipe & wall flange model no. ALD-PHR 769L 250x190 or equivalent approved make as per the direction of Engineer-in-charge |
| 329 | Providing and fixing 100 mm dia CP floor jali (Heavy Duty) as per direction of EIC |
| 330 | Providing and fixing CP brass basin inlet connection angle valve ESSCO make model no. SQT-526 NKM or equivalent approved make etc. complete as per direction of EIC |
| 331 | Providing and fixing Towel ringround with round flange of Jaquar make (Model no.CAN-1121BN) or equivalent approved make approved make fixed with CP brass screws etc. complete as per directions of the Engineer in charge. |
| 332 | Providing and fixing regular body of concealed stop cock suitable for 15mm pipe line with plastic protectionn cap of Jaquar make ALD-083FT or equivalent approved make along with compatible exposed part kit of concealed stop cock with fitting sleeve, operating lever & adjustable wall flange of Jaquar make CON-083FTKor equivalent approved make etc. complete as per direction of EIC. |
| 333 | Providing and fixing CP Brass pillar cock with auto closing system Jaquar make model no. PRS-031 or equivalent approved make as per direction of EIC. |
| 334 | Providing and fixing CP brass angular stop cock with valve flange Jaquar Make Model No. CON-059KN or equivalent approved make as per directions of EIC |
| 335 | Providing and fixing CP brass bib cock jaquar make CON-047KN with wall flange or equivalent of approved make as per directions of Engineer In-charge |
| 336 | Providing and fixing 75 mm dia UPVC nahani trap with material and labour etc. complete as per directions of EIC. |
| 337 | Providing and fixing 32 mm thick ISI mark flush door shutters non-decorative type of centuryplymake or equivalent approved make complete in all respects as per directions of EIC |
| 338 | Supplying and fixing SS pull handle H type (pair) size of 450 mm Dorset make model no. SH 18 P SS or equivalent of approved make as per direction of EIC |
| 339 | Providing & fixing of rolling blinds NEHA/VISTA/CLASSIC or any oyher equivalent approved brand with prior approval of EIC , complete in all respect |
| 340 | Grinding of Existing Stone Floor/DADO/Skirting including polishing complete in all respect. |
| 341 | Providing and fixing 12 mmthick toughened glass in fixed portion including godrej glass clip fittings or equivalent as per approved make necessary holes etc. for fixing required fittings, all complete as per direction of EIC |
| 342 | Providing and fixing hydraulic door closer Godrej make or equivalent approved make with necessary accessories and screws etc. complete in all respects as per directions of EIC |
| 343 | Extra difference cost for providing and fixing glass door fitting combo set with lock patch. Top bottom patch fittings of dorset model no. CS 100 WL or equivalent approved make having brand logo embossed on the body/plate with a double spring mechanism and door weight upto 100 kg for doors, including cost of cutting floor, embedding in floors as required and making good the same matching to the existing floor finishing and cover plate with brass pivot and single piece MS sheet (With SS Cover plate minimum 1.25 mm thickness) outer box with slide plate etc. complete as per the direction of EIC. |
| 344 | Providing and fixing mortice handle lock with of doorset make model no. Cetto |
| 345 | Providing, mixing and applying 12 mm thick ready mix cement mortar of approved make as per specifications and directions of Engineer-in-charge. |
| 346 | Providing, mixing and applying 15 mm thick ready mix cement mortar of approved make as per specifications and directions of Engineer-in-charge. |
| 347 | Providing and fixing 5mm thick toughened glass etc. complete as per direction of engineer in charge |
| 348 | Providing and laying Heavy Duty tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm |
| 349 | Providing and fixing Door mounted hanging type Door stopper of dorset make model no. Ds ht (z) or equivalent approved make with ss screws etc. complete |
| 350 | Providing and fixing 250x16 mm size Stainless steel Aldrop of Dorset make model no. ALDSM(250x16) or equivalent approved make with nuts ans SS screws etc. complete |
| 351 | Providing and fixing 10 inch length and 10mm dia square shape stainless steel tower bolts of Dorset make model no. TS-1010-10\"or equlvalent approved make with ss screws etc. complete |
| 352 | Providing and fixing 12 inch length and 10mm dia square shape stainless steel tower bolts of Dorset make model no. TS-1210-12\"or equlvalent approved make with ss screws etc. complete |
| 353 | Providing and fixing beveled edge mirror of superior glass (of approved quality and required size) complete with 6 mm thick cement bonded particle board ground fixed to spacers with C.P. brass/SS screws and washers etc all complete as per directios of the Engineer In charge. |
| 354 | Providingandfixing1.00mmthickdecksheeting(including shearconnectors/studof19mmdia.&110mmheight)for RCC slabs as per specifications including fixing the same. The contractor shall take all precautions to prevent any bending in sheeting. (RCC & R/F shall be paid seperately). Plan area shall be measured for payment. The vendor must be able to supply 2hrfireratingfordecksheet withconcrete.Thedecksheet must have minimum zinc coating of 275 g/m2 (Plan Area shall be measured for Payment) |
| 355 | Providing and fixing high strength friction bolts (M8.8/ 10.9) of following grades for connetions, as per structural drawing and as instructed by Project Managers. Rate to include cost of grouting, MS washer fastening screws/ bolts, tightening with nuts and check nuts, providing necessary holes in shearwalls (if required) etc. |
| 356 | Providing and fixing stainless steel fastener of required dia as per requirement or as per direction of EIC. 140 mm long |
| 357 | Providingandfixingprefabricatedsandwiched Polyurethane Foam Panel(PUFpanel)onRoof havingoverallthicknessof minimum 80mmandbasethicknesswithoutcorrugationof minimum 50mm,having density of PUfoam40±2kg/cum, thetopcoveringontheroofpanelofTapezoidealPrecoated Galvanized iron sheet of total coated thickness 0.5mm (pitch of corrugationasapprovedbyEngineer-in-charge)andbottom coveringofmicroribbedprecoatedgalvanizedironsheetof totalcoatedthickness0.5mm,forbothsheetsbasemetalof minimum0.45mmthicknesswithtotalcoatingthicknessof 0.05mm withzinc coating 120 grams per sqm as per IS: 277, in 240 MPa steel grade, 5-7microns epoxy primer on both side of the sheet andpolyester topcoat15-18microns. Sheet should haveprotectiveguardfilmof25micronsminimumtoavoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The PUF panel shall be fixed using self drilling / self tapping screws ofrequiredsizewithEPDMseal,completeuptoanypitchin horizontal/verticalorcurvedsurface,excludingthecostof purlins,raftersandtrussesandincludingcuttingtosizeand shape wherever required. |
| 358 | For Calculation purpose only |
| 359 | Sub Total (A) |
| SR No | FileName | File Description |
| 1 | Click here to download tender document | Tender Documents |
| 2 | Click here to download tender document | Tender Documents |
| 3 | Click here to download tender document | Tender Documents |
| 4 | Click here to download tender document | Tender Documents |
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