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| 1 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator) /manualmeansin foundationtrenchesordrains(notexceeding1.5m inwidthor10sqmonplan),including dressing of sides and ramming ofbottoms, for all lift, including getting out the excavated soil anddisposalof surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. inlayersnotexceeding20cmindepth,consolidatingeachdepositedlayerbyrammingand watering, lead up to 50 m and lift up to 1.5 m. |
| 3 | CARRIAGE OF MATERIALS By Mechanical Transport including loading, unloading and stackingof Earth up to 1 km |
| 4 | DilutingandinjectingchemicalemulsionforPOST-CONSTRUCTIONALanti-termitetreatment(excluding the cost of chemical emulsion) :Treatment of soil underexisting floorsusing chemicalemulsion @one literperhole,300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 5 | Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/ Lindane emulsifiable concentrate of 20% |
| 6 | Providingandlayinginpositioncementconcreteofspecifiedgradeexcludingthecostofcentering and shuttering - All work up to plinth level :1:2:4(1cement:2coarsesand(zone-III)derivedfromnaturalsources:4gradedstoneaggregate 20 mm nominal size derived from natural sources) |
| 7 | 1:4:8(1Cement:4coarsesand(zone-III)derivedfromnaturalsources:8gradedstoneaggregate 40 mm nominal size derived from natural sources) |
| 8 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone- III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete |
| 10 | Suspended floors, roofs, landings, balconies and access platform |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 13 | Smalllintelsnotexceeding1.5mclearspan,mouldingasincornices,windowsills,stringcourses, bands, copings, bed plates, anchor blocks and the like |
| 14 | Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 15 | Weather shade, Chajjas, corbels etc., including edges |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in positionand binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 18 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 19 | Providingandlayinginpositionreadymixedorsitebatcheddesignmixcementconcretefor reinforcedcementconcretework;usingcoarseaggregateandfineaggregatederivedfrom naturalsources,PortlandPozzolana/OrdinaryPortland/PortlandSlagcement,admixturesin recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durabilityandworkabilitywithoutimpairingstrength;includingpumpingofconcretetositeof laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note:Extra cementupto10%ofthe minimumspecifiedcementcontentindesignmix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 21 | 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 1:4 (1 cement : 4 coarse sand) |
| 22 | ProvidingandfixingM.S.Tubularframesfordoors,windows,ventilatorsandcupboardwith rectangular/L-Typesections,madeof1.60mmthickM.S.Sheet,jointsmitred,weldedand grinded finish, with profiles of required size, including fixing of necessary butt hinges and screwsand applying a priming coat of approved steel primer.Fixingwithcarbonsteelgalvaniseddashfastenerofrequireddiaandsize(tobepaidforseparately) |
| 23 | ProvidingandfixingISImarkedflushdoorshuttersconformingtoIS:2202(PartI)non- decorativetype,coreofblockboardconstructionwithframeof1stclasshardwoodandwell matched commercial 3 ply veneering with verticalgrainsorcrossbandsand faceveneersonboth faces of shutters:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 24 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edgesof flush door shutters (over all area of door shutter to be measured). |
| 25 | 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):Rectangular or square |
| 26 | Providingandfixingwoodenmouldedbeadingtodoorandwindowframeswithironscrews,plugs and priming coat on unexposed surface etc. complete :2nd class teak wood50x12 mm |
| 27 | Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). |
| 28 | 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 anddoorwidthfrom701mmto1000mm),withdoublespeedadjustmentwithnecessaryaccessories and screws etc. complete. |
| 29 | 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 nutsand screws etc. complete :250x16 mm |
| 30 | 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 necessaryscrews etc. complete :250x10 mm |
| 31 | Providingandfixingaluminiumhandles,ISImarked,anodised(anodiccoatingnotlessthangrade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, withecessary screws etc. complete :125 mm |
| 32 | 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.Twin rubber stopper |
| 33 | Providing and fixing brightfinished brass100 mm mortice latchand lock,ISI marked,with six leversandapairofanodised(anodiccoatingnotlessthangradeAC10asperIS:1868) aluminium lever handles of approved quality with necessary screws etc. complete. |
| 34 | Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suedefinishwithhighdensityprotectivesurfacelayerandreversesideofadhesivebonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.1.0 mm thick |
| 35 | ProvidingandfixingfactorymadeuPVCglazed/wiremeshwindows/doorscomprisingof lead freeuPVCmulti-chamberedframe,sashandmullion/coupler(whereeverrequired)extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm forSeriesR3andR4profilesconformingto EN:12608 inany shape,colouranddesign duly reinforcedwithgalvanizedmildsteelsectionmadeofrequiredshape&sizeasperCPWD Specification,uPVCextrudedglazingbeads,interlocksandlnlinesashadaptor(whereever required) of appropriate dimension, EPDM gasket, hardware, SS304gradefastenersofminimum8mmdiawithcountersunkhead,comprisingofmatching 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 comers, 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 backerrodofapprovedsizeandquality,allcompleteasperapproved drawingconfonning 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.WiremeshIGlazingofplain/toughened/laminated/doubleglassunitwithIwithouthighTwo track two panelsslidingwindowwithAluminium channel for roller track, wool pile, nylon rollers with SS 304 body.Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook(Height upto 1.2 metre). |
| 36 | Providing and fixing carbon steel galvanised (minimum coating 5 micron)dash fastenerof 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.10 x 140 mm |
| 37 | Providingandlayingvitrifiedfloortilesindifferentsizes(thicknesstobespecifiedby the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, inall coloursand shades,laid on20mm thickcement mortar1:4 (1cement:4 coarse sand),[email protected]/sqmincludinggroutingthejointswithwhitecement and matching pigments etc., complete.Size of Tile 600x600 mm |
| 38 | Providing and laying double charge 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.Size of Tile 600x600 mm |
| 39 | 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) |
| 40 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) |
| 41 | 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) |
| 42 | Finishing walls with textured exterior paint of required shade :New work([email protected]/10sqm)overandincludingprimingcoatofexterior primer applied @ 2.20kg/10 sqm |
| 43 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to preparethe surface even and smooth complete. |
| 44 | Providing and applying white cement based putty of average thickness 1 mm, of approved brandandmanufacturer,overtheplasteredwallsurfacetopreparethesurfaceevenandsmooth complete. |
| 45 | Distemperingwith1stqualityacrylicdistemper,havingVOC(VolatileOrganicCompound)contentlessthan50grams/litre,ofapprovedbrandandmanufacture,includingapplying additional coats wherever required, to achieve even shade and colour.Newwork(twoormorecoats)overandincludingwaterthinnableprimingcoatwithcementprimer having VOC content less than 50 gram/litre |
| 46 | Providing and fixing aluminium work for doors, windows, ventilators and partitions 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 necessaryfillingupthegapsatjunctions,i.e.attop,bottomandsideswithrequiredEPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever 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)For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) |
| 47 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDMrubber/neoprenegasketetc.completeasperthearchitecturaldrawingsandthe directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 48 | Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/Brick/ Stone/ wood/ Ceramic/Gypsum workbyprovidingweather/structuralnon sagelastomericPUsealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600Upto 5mm depth and 5 mm width |
| 49 | Paintingtopof roofswith bitumenof approvedquality@17kgper10sqm impregnatedwith a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes andfinally with a piece of cloth lightly soaked in kerosene oil complete :With residual type petroleum bitumen of grade VG -10 |
| 50 | 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weightof cement and finished neat:With common burnt clay F.P.S.(non modular) brick tile of class designation 1O |
