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| 1 | Earth work in excavation by mechanical means (Hydraulic Excavat in foundation trenches or drains (not exceeding 1.5 m in width or 1 including dressing of sides and ramming of bottoms, lift upto 1.5 out the excavated soil and disposal of surplus excavated soil as dir of 50 m. All kinds of soil. |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) |
| 3 | Filling available excavated earth (excluding rock) in trenches, plin sides of foundations etc. in layers not exceeding 20cm in de consolidating each deposited layer by ramming and watering, up to 50 m and lift upto 1.5 m. |
| 4 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 ( 1 cement : 6 coarse sand ) |
| 5 | Brick work 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 in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 6 | Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in cement mortar 1:4 (1cement : 4 coarse sand) |
| 7 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durabilityas per direction of Engineer-in-charge. |
| 8 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durabilityas per direction of Engineer-in-charge. |
| 9 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. |
| 10 | Centring and shuttering including strutting,ropping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. |
| 11 | Centring and shuttering including strutting,ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 12 | Centring and shuttering including strutting,ropping etc. and removal of form for Centring and Shuttering for Suspended floors, roofs, landings, balconies and access platform. |
| 13 | Centring and shuttering including strutting,ropping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 14 | Designing, providing, installing and fxing factory fnished customdesigned cold form Light Gauge Steel Framed super structure comprisingof steel wall panel, trusses, purlins etc manufactured out of minimum 0.75mm thick steel sheet as per design requirements. The steel sheet shallbe galvanized (AZ-150gms Aluminium Zinc Alloy coated steel havingminimum yield strength 300-550 Mpa) conforming to AISI specifcationsand IBC 2009 for cold formed steel framing and construction and also asper IS: 875-1987, ISO 800-1984 and IS:801- 1975. The wind load shallbe as per provisions of IS 875 (part -III). LGSFS frame shall be designedas per IS: 801 using commercially available software such as Frame CADPro-11.7/ STAAD PRO-V8i/ArchitekV2.5.16/ Revit architecture-2011 orequivalent. Proper usage of Connection Accessories like Heavy DutyTension Ties, Light Duty Hold-ons, Twist Straps (to connect truss withwall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-ShapedAngles for better structural stability. The framing section shall be cold formC-type having minimum web depth 89 mm x 39 mm flange x 11 mm lipin required length as per structural design requirement duly punched withdimple/slot at required locations as per approved drawings. The slots willbe along centre line of webs and shall be spaced minimum 250 mm awayfrom both ends of the member. The frame can be supplied in panelizedor knock down condition in specifc dimensions and fastened with screwsextending through the steel beyond by minimum of three exposed threads.All self drilling tapping screws for joining the members shallSUB HEAD : 26.0 NEW TECH |
| 15 | Providing and fxing of external wall system on Light gauge steel framework with outer face cement boards as per standard sizes fxed with selfdrilling / taping screws / fasteners @ 60 cm c/c of approved make. Agroove of 2 mm to 3 mm shall be maintained and grooves shall be sealedwith silicon based sealant. The board shall be fxed in a staggered pattern.Screws shall be of counter sunk rib head of 1.60 mm to 4 mm thick or 8 to10 gauge of length varying from 25 to 45 mm and. Internal face 12.5 mmthick gypsum plaster board fxed on cement board as per standard sizesfxed with self- drilling / taping screws / fasteners @ 60cm c/c of approvedmake, proper taping and jointing to be done using fber mesh tape andepoxy and acrylic based jointing compound for seamless fnish.(cost offrame work to be paid for separately)26.42.1 Outer face- Outer face having 6 mm thick fber cementboard Type A, Category-IV as per IS:14862:2000 fxedon 9 mm thick fber cement board, Type A, Category-IVas per IS:14862:2000 (high pressure steam cured) InnerFace- 12.5 mm thick gypsum plaster board conforming to IS2095:2011 fxed on 8 mm thick fbre cement board of TypeB, Category-III as per IS:14862:2000 (High pressure steamcured) |
| 16 | Providing and fxing internal wall panels on Light gauge steel frame workwith 12.5 mm thick gypsum plaster board conforming IS 2095:2011 fxedon cement board as per standard sizes fxed with self-drilling / tapingscrews / fasteners @ 60 cm c/c of approved make, Screws shall be ofcounter sunk rib head of 1.60 mm to 4 mm thick or 8 to 10 gauge oflength varying from 25 to 45 mm. Proper taping and jointing to be doneusing fber mesh tape and epoxy and acrylic based jointing compound forseamless fnish.(cost of frame work to be paid for separately26.43.1 Cement Fiber Board 8 mm thick of Type B, Category III asper IS 14862:2000 (High pressure Steam Cured) |
| 17 | 26.44 Providing and fxing in all exterior face panels breathable vapour barrierunderneath the cement fber board as per National Building Code 2009complete as per direction of Engineer-in-charge. |
| 18 | 26.45 Supplying and installation of moisture resistant/fre resistant cement boardas per standard sizes fxed with self-drilling / taping screws. Screws shallbe of counter sunk rib head of 1.60 mm to 4 mm thick or 8 to 10 gauge oflength varying from 25 to 45 mm.26.45.1 Cement Fiber Board 6 mm thick as per IS 14862:2000 oftype B (High pressure Steam Cured) sqm 1430.1 |
| 19 | 12.57 Providing and fixing thermal insulation with Resin Bonded Fibre glass woolconforming to IS: 8183 having density 24 kg/m3, 50 mm thick, wrappedin 200G Virgin Polythene Bags fixed to wall with screw, rawel plug &washers and held in position by criss crossing Gl wire etc. complete asper directions of Engineer-in-Charge. |
| 20 | 12.34 Providing fixing thermal insulation of ceiling (under deck insulation) withResin Bonded Fibre glass wool conforming to IS : 8183, density 24kg /m3, 50 mm thick, wrapped in 200 G Virgin Polythene bags, fixed to ceilingwith metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x24 gauge wire mesh, for top most ceiling of building. sgm 703.05 |
| 21 | 9.1474 Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash andmullion/coupler (where ever required) extruded profiles having minimumwall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mmfor Series R3 and R4 profiles conforming to EN: 12608 in any shape,colour and design duly reinforced with galvanized mild steel sectionmade of required shape & size as per CPWD Specification, uPVCextruded glazing beads, interlocks and Inline sash adaptor (whereever required) of appropriate dimension, EPDM gasket, hardware, SS304 grade fasteners of minimum 8 mm dia with countersunk head,comprising of matching polyamide PA6 grade sleeve for fixing frameto finished wall as per IS 1367 : Part 1 to 14, plastic packers, plasticcaps and necessary stainless steel screws etc. Profile of frame, sash &mullion (if required) shall be mitred cut and fusion welded/mechanicallyjointed duly sealed at all comers, including drilling of holes for fixinghardware and drainage of water etc. After fixing frame the gap betweenframe and adjacent finished wall shall be filled with weather proof siliconsealant over backer rod of approved size and quality, all complete asper approved drawing conforming to CPWD specification & direction ofEngineer-in-Charge. Section of steel reinforcement and cross sectionsof uPVC profiles to be as per design approved by Engineer-in-Charge.Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unitwith / without high performance coatings as per design requirements andconforming to 1S: 3548 & IS: 16231 shall be paid separately.Note:- Structural design proof checked from a GovernmentEngineering 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 |
| 22 | 9.147.F3 Casement Door with Double Rebate Frame with one SideHung Glazed Panel and one Side Hung wire mesh Panelwith zinc alloy (zamak) 3D hinges, multi-point locking systemwith cylinder, zinc alloy (zamak) powder coated handles onboth sides of glazed panel and zinc alloy (Zamak) powdercoated handle along with multi-point locking system on oneside of fly screen panel. |
| 23 | 9.147.F1 Casement door single panel with zinc alloy (zamak) 3Dhinges, multi-point locking system with cylinder, zinc alloy{zamak) powder coated handles on both sides. |
| 24 | 21.3 Providing and fxing glazing in aluminium door, window, ventilator shuttersand partitions etc. with EPDM rubber / neoprene gasket etc. complete asper the architectural drawings and the directions of engineer-in-charge .(Cost of aluminium snap beading shall be paid in basic item): |
| 25 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with L-Type section made of 1.60m M.S. Sheet, joints mitred and welded and grinded finish profi required size with 15x3mm lugs 10cm long embedded in ce concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse graded stone aggregate 20mm nominal size) or with wooden plugs screws or rawl plugs and screws or with fixing clips or with b nuts as required including fixing of necessary butt hinges and and applying a priming coat of approved steel primers. |
| 26 | Providing and laying cement concrete in retaining walls, return walls (any thickness) including attached pilasters, columns, piers, abutmets, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc upto floor five level, excluding the cost of centring, shuttering and finishing in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 27 | 12 mm cement plaster of mix in 1:6 (1 cement : 6 fine sand) |
| 28 | 15 mm cement plaster of mix in 1:6 (1 cement : 6 fine sand) |
| 29 | 6 mm cement plaster of mix in 1:3 (1 cement : 3 fine sand) |
| 30 | 26.26 Providing & fxing false ceiling at all heights with GRG (Glass FibreReinforced Gypsum) false ceiling tiles of Size 595x595 mm of approvedtexture, design and patterns having moisture content less than 2%,humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Noncombustible as per BS 476 (part 4)-1970 and light reflectance of 85%(minimum) to be laid in true horizontal level suspended on inter-lockingmetal T-Grid of hot dipped galvanised iron section of 0.33 mm thick(galvanized @ 120 gram per sqm including both sides) comprising ofmain-T runners of size 15x32 mm of length 3000 mm, cross - T of size15x32 mm of length 1200 mm and secondary intermediate cross-T of size15x32 mm of length 600 mm to form grid module of size 600 x 600 mm,suspended from ceiling using galvanised mild steel items (galvanizing@ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dashfasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length andL-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeterwall angle of size 24x24x0.40 mm of length 3000 mm to be fxed onperiphery wall / partition with the help of plastic rawl plugs at 450 mmcenter to center and 40 mm long dry wall wood screws. The work shallbe carried out as per specifcations, drawing and as per directions of theEngineer-in-Charge. |
| 31 | 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. |
| 32 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption’s 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 (1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 60x60 cm |
| 33 | Providing and fixing Ist quality ceramic glazed wall tiles conf IS : 15622 (thickness to be specified by the manufacture ) of appr make in all colours, shades except burgundy, bottle green, black of size as approved by Engineer-in-Charge in skirting, risers of ste dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 c sand) and jointing with grey cement slurry @ 3.3kg per sqm i pointing in white cement mixed with pigment of matching sh complete. |
| 34 | Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigment etc., complete. |
| 35 | 10.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollowtubes, channels, plates efc., including welding, grinding, buffing, polishingand making curvature (wherever required) and fitting the same withnecessary stainless steel nuts and bolts complete, i/c fixing the railingwith necessary accessories & stainless steel dash fasteners , stainlesssteel bolts etc., of required size, on the top of the floor or the side of waistslab with suitable arrangement as per approval of Engineer-in-charge,(for payment purpose only weight of stainless steel members shall beconsidered excluding fixing accessories such as nuts, bolts, fastenersetc.). kg 772.40 |
| 36 | 12.51 Providing and fixing precoated galvanised steel sheet roofing accessoriesof total coated thickness 0.50 mm (base metal of minimum 0.45 mmthickness with total coating thickness of 0.05 mm) with Zinc coating 120gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxyprimer on both side of the sheet and polyester top coat 15-18 micronsusing self drilling/ self tapping screws complete : |
| 37 | 12.50 Providing and fixing precoated galvanised iron profile sheets (size, shapeand pitch of corrugation as approved by Engineer-in-Charge) of totalcoated thickness 0.50 mm (base metal of minimum 0.45 mm thicknesswith total coating thickness of 0.05mm) with zinc coating 120 grams persgm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer onboth side of the sheet and polyester top coat 15-18 microns. Sheet shouldhave protective guard film of 25 microns minimum to avoid scratchesduring transportation and should be supplied in single length upto 12metre or as desired by Engineer-in-charge. The sheet shall be fixedusing self drilling /self tapping screws of size (5.5x 55 mm) with EPDMseal, complete upto any pitch in horizontal/ vertical or curved surfaces,excluding the cost of purlins, rafters and trusses and including cutting tosize and shape wherever required. sgm 738.65 |
| 38 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade |
| 39 | Finishing walls with Premium Acrylic Smooth Exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). |
| 40 | 9.7.8 Fly proof stainless steel grade 304 wire gauge with 0.5 mmdia. wire and 1.4 mm wide aperture with matching woodbeading |
| 41 | 17.3 Providing and fxing white vitreous china pedestal type water closet(European type) with seat and lid, 10 litre low level white vitreous chinaflushing cistern & C.P. flush bend with fttings & C.I. brackets, 40 mm flushbend, overflow arrangement with specials of standard make and mosquitoproof coupling of approved municipal design complete, including paintingof fttings and brackets, cutting and making good the walls and floorswherever required : |
| 42 | 17.7 Providing and fxing wash basin with C.I. brackets, 15 mm C.P. brass pillartaps, 32 mm C.P. brass waste of standard pattern, including painting offttings and brackets, cutting and making good the walls wherever require: |
| 43 | 18.10 Providing and fxing G.I. pipes complete with G.I. fttings and clamps,including cutting and making good the walls etc.Internal work - Exposed on wall |
| 44 | 18.12 Providing and fxing G.I. pipes complete with G.I. fttings includingtrenching and reflling etc.External work |
| 45 | Making connection of G.I. distribution branch with G.I. main of followingsizes by providing and fxing tee, including cutting and threading the pipeetc. complete : |
| 46 | Providing and fxing C.P. brass bib cock of approved quality conformingto IS:8931 :18.49.1 15 mm nominal bore each 506.80 |
| 47 | 18.48 Providing and placing on terrace (at all floor levels) polyethylene waterstorage tank, IS : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflowpipes but without fttings and the base support for tank. per litre 11.00 |
| 48 | Providing and fxing PTMT grating of approved quality and colour. |
| 49 | Providing and fixing ball valve (brass) of approved quality complete. High or low pressure with plastic floats. 15 mm nominal bore |
| 50 | Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes conforming to IS : 13592 Type A, including jointing with seal ringconforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i)Single socketed pipes. |
| 51 | 7096 Stainless steel kitchen sink - with drain board 510 x 1040 mm bowl each 3600.00depth 225 mm |
| 52 | Marble work gang saw cut (polished and machine cut) of thickness 18mm for wall lining (veneer work), backing filled with a grout of average12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), includingpointing with white cement mortar 1:2 (1 white cement : 2 marble dust)with an admixture of pigment to match the marble shade (To be securedto the backing by means of cramps, which shall be paid for separately). |
| 53 | P/F sign bord approved size and shape i/c letter writing and painting all complet. Please Enable Macros to View BoQ information |
