|
| 1 | Earthworkinexcavationbymechanicalmeans(Hydraulic excavator)/manualmeansoverareas(exceeding30cmin depth,1.5minwidthaswellas10sqmonplan)including gettingoutanddisposalofexcavatedearthleadupto50m and lift upto 1.5 m, as directed by Engineer-incharge |
| 2 | All kinds of soil |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressingcomplete.. |
| 4 | Providing and laying in position cement concrete of specified gradeexcludingthecostofcenteringandshuttering-Allwork up to plinth level : |
| 5 | 1:4:8 (1 Cement : 4 coarse sand (zone-III)derived from naturalsources:8gradedstoneaggregate40mmnominalsize derived from natural sources). |
| 6 | 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 : |
| 7 | 1:1.5:3(1cement:1.5coarsesand(zone-III)derivedfrom naturalsources:3gradedstoneaggregate20mmnominalsize derived from natural sources) |
| 8 | 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 : |
| 9 | 1 :1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 10 | Centeringandshutteringincludingstrutting,proppingetc.and removal of form for : |
| 11 | Foundations, footings, bases of columns, etc. for massconcrete |
| 12 | Lintels,beams,plinthbeams,girders,bressumersandcantilevers |
| 13 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level. |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 15 | Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry100 mm/ 125 mm thick with Grade-1 AAC blocks of density 551 to 650kg/cum conforming to IS:2185 (Part 3) in super structure above plinthlevel 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 |
| 16 | Providing and laying Autoclaved Aerated concrete(AAC) blocks masonrywith 150 mm to 300 mm thick with Grade-1 AAC blocks of density 551 to650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. {The payment of RCC band and reinforcement shall be made for seperately) |
| 17 | Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprisingofleadfreeuPVCmulti-chamberedframe,sashand mullion/coupler(whereeverrequired)extrudedprofileshavingminimum 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&sizeasperCPWDSpecification,uPVCextrudedglazingbeads, interlocksandlnlinesashadaptor(whereeverrequired)ofappropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mmdiawithcountersunkhead,comprisingofmatchingpolyamidePA6 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 offrame,sash&mullion(ifrequired)shallbemitredcutandfusion 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 proofsiliconsealantoverbackerrodofapprovedsizeandquality,all completeasperapproveddrawingconformingtoCPWDspecification& directionofEngineer-in-Charge.Sectionofsteelreinforcementandcross sectionsofuPVCprofilestobeasperdesignapprovedbyEngineer-in- Charge.Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with/ without highperformancecoatings as per design requirementsand 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 |
| 18 | Three track three panels sliding door with two glazed & onewire mesh panels with Aluminium channel for roller track,wool pile, zinc alloy (zamak) powder coated handle on twopanels along with multi-point locking system, adjustablenylon rollers with SS 304 body. |
| 19 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (74 mm & above).(Height upto 2.5 metre). |
| 20 | Using R4 series with frame (115 mm & above) x (45 mm & above) & both glazed and fly screen sash (44 mm & above) x (85 mm & above). (Height above 2.5 metre). |
| 21 | Fixed window/ ventilator without mullion/ transom. |
| 22 | UsingR1serieswithframe(33mm&above)x(35mm&above). (Height upto 0.90 metre) |
| 23 | UsingR2serieswithframe(39mm&above)x(39mm&above). (Height upto 1.2 metre) |
| 24 | Structuralsteelworkriveted,boltedorweldedinbuiltup sections, trusses and framed work, including cutting, hoisting, fixinginpositionandapplyingaprimingcoatofapprovedsteel primer all complete. |
| 25 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. |
| 26 | Stainless steel (grade 304) wire gauze of 0.5 mm dia wireand 1.4 mm aperture on both sides |
| 27 | ProvidingandlayingVitrifiedtilesinfloorindifferentsizes (thicknesstobespecifiedbythemanufacturer)withwater absorptionlessthan0.08%andconformingtoIS: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.Thetilesmustbecutwiththezerochippingdiamond 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. |
| 28 | Double charge vitrified tile polished finish of size |
| 29 | Size of Tile 600 x 600 mm |
| 30 | 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. |
| 31 | 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. |
| 32 | 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 thickbedofcementmortar1:3(1cement:3coarsesand), [email protected]/sqmincluding groutingthejointwithwhitecement&matchingpigments etc. complete. |
| 33 | Size of Tile 600x600 mm |
| 34 | 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-in-Charge : |
| 35 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 36 | Providingflatironbrackets50x3mmsizewithnecessary bolts, nuts and washers etc. for fixing G.S. sheets gutters withpurlins. |
| 37 | Providing fixing thermalinsulation of ceiling (underdeck insulation) with Resin Bonded Fibre glass wool conforming to IS : 8183,density 24kg / m3, 50 mm thick, wrapped in 200 G VirginPolythenebags,fixedtoceilingwithmetalliccleats (50x50x3 mm)@ 60 cm and wire mesh of 12.5 mm x 24 gauge wire mesh, for top most ceiling of building. |
| 38 | 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. |
| 39 | 75 mm diameter |
| 40 | 110 mm diameter |
| 41 | Providingand fixingprecoatedgalvanisediron profile sheets (size, shape and pitch of corrugation as approved by Engineer in-Charge) of total coatedthickness0.50mm (basemetal of minimum0.45mmthicknesswithtotalcoatingthicknessof 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in240mpasteelgrade,5-7micronsepoxyprimeronboth 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 insinglelengthupto12metreorasdesiredbyEngineer-in- charge. The sheet shall be fixed using self drilling /self tapping screwsof size(5.5x55mm) with EPDM seal, completeupto 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. |
| 42 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum0.45mmthicknesswithtotalcoatingthicknessof0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in240mpasteelgrade,5-7micronsepoxyprimeronboth side of the sheet and polyester top coat 15-18microns using self drilling/ self tapping screws complete : |
| 43 | Gutter (600 mm over all girth) |
| 44 | Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main \"T\" runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross \"T\" of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main\"T\" at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross \"T\" of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main \"T\" runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1 .6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main \"T\". Bottom exposed with 24 mm of all T-sections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge.Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/opening (cut outs) having area less than 0.30 sqm.The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection > 85%, non- combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity <0.043 w/mK. |
| 45 | ProvidingandfixingthermalinsulationwithResinBonded rockwoolconformingtoIS:8183,havingdensity48kg/m3, 50 mm thick,wrapped in 200 G Virgin Polythene Bags fixed to wallwithscrew,rawelplug &washersandheld andin position by criss cossing GI wire etc. complete as per directions of Engineer-in-Charge. |
| 46 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge |
| 47 | 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern |
| 48 | ProvidingandfixingChlorinatedPolyvinylChloride(CPVC) pipes,havingthermalstabilityforhot&coldwatersupply, includingallCPVCplain&brassthreadedfittingsandfixing 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 etc |
| 49 | 20 mm nominaldia. Pipes. |
| 50 | 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 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 echanicallywherever 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) : |
| 51 | For fixed portion |
| 52 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) |
| 53 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 54 | Designing, providing, installing and fixing factory finished custom designed cold form LightGaugeSteelFramedsuperstructurecomprisingofsteelwallpanel,trusses, purlinsetcmanufacturedoutofminimum0.75mmthicksteelsheetasperdesign requirements. The steelsheet shallbegalvanized(AZ-150gmsAluminiumZinc 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 asperIS:875-1987,ISO800-1984andIS:801-1975.Thewindloadshallbeasper provisionsofIS875(part-III).LGSFSframeshallbedesignedasperIS:801using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO- V8i/ArchitekV2.5.16/Revitarchitecture-2011orequivalent.Properusageof ConnectionAccessorieslikeHeavyDutyTensionTies,LightDutyHold-ons,Twist Straps(toconnecttrusswithwallframes),StrongTie,TieRod,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 39 mm flange x 11 mm lip in required length as per structural design requirement dulypunched with dimple/slot at required locations as per approved drawings. The slots will be along centre line of websandshallbe spaced minimum250mmawayfrom both ends ofthe member. The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimumofthreeexposedthreads.Allselfdrillingtappingscrewsforjoiningthe members shall have a Type II coating in accordance with ASTM B633(13) or equivalentcorrosion protection of gauge 10 & 12, TPI16 &8 of length 20 mm. The framesshallbefixedtoRCCslaborTiebeamoverNeoprenerubberusingself expanding carbon steel anchor bolt of dia as per approveddrawings. design subject to minimum 12 mm diameter and 121 mm length conforming to AISI 304 and 316 at 500 mm c/c with minimum embedment of 100 mm in RCC (RCC to be paid separately)andlocatednotmorethan300mmfromcornersorterminationof bottomtrackscompleteinallrespects.Theitemalsoincludesthesubmissionof stabilityreportsdulyexaminedandissuedbyanyNIT/IIT.Therateincludesthe conceptdesign,detaileddesign,fabricationofsections,transportation,installation and all required fixing arrangement at site as described above. |
| 55 | ProvidingandfixingofexternalwallsystemonLightgauge steelframeworkwithouterface cement boardsasper standard sizes fixed with selfdrilling / taping screws / fasteners @ 60 cm c/c of approved make. A groove of 2 mm to 3 mm 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 1.60 mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to45mmand.Internalface12.5mmthickgypsumplaster board fixed on cement board as per standard sizes fixed with self- drilling /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) |
| 56 | Outer face- Outer face having 6 mm thick fiber cement board Type A, Category-IV as per IS 14862:2000fixed 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 2095:2011fixed on 8 mm thick fibre cement board of Type B, Category-III as per IS 14862:2000 (High pressure steam cured) |
| 57 | Providing and fixing internal wall panels on Light gauge steel frame work with 12.5 mm thick gypsum plaster board conforming IS 2095:2011 fixed on cement board as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60 cm c/c of approved make, Screws shall be of countersunk rib head of1.60mm to 4mm thick or 8to 10 gauge of length varying from 25 to 45 mm. Proper taping and jointingtobedoneusingfibermeshtapeandepoxyand acrylicbasedjointingcompoundforseamlessfinish.(costof frame work to be paid for separately |
| 58 | Cement Fiber Board 8 mm thick of Type B, Category III as perIS 14862:2000 (High pressure Steam Cured) |
| 59 | Supplying and installation of moistureresistant/fire resistant cementboardasperstandardsizesfixedwithself-drilling/ tapingscrews.Screwsshallbeofcountersunkribheadof1.60mmto4mmthickor8to10gaugeoflengthvaryingfrom 25 to 45 mm. |
| 60 | Cement Fiber Board 6 mm thick as per IS 14862:2000of typeB (High pressure Steam Cured) |
| 61 | Providingandfixinghealthfaucetwith8mmdia,1meter longflexible Tube& Wall hook.Jaquar make modelno. ALD 573 or equivalent approved make as per directions of EIC |
| 62 | 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 |
| 63 | ProvidingandfixingwallhungfullpadestalwashBasinwith fixing Accessories size 560x415x200 mm pedestal jaquar make model no. CNSWHT 801 & CNW WHT 301 or equivalent approved make as per directions of EIC |
| 64 | ProvidingandfixingCPbrassangularstopcockwithvalve flangeJaquarMakeModelNo.CON-059KNorequivalentapproved make as per directions of EIC |
| 65 | Providingand fixingCP brasspillar cockAuto closingsystemjaquarMake ModelNo.PRS-031 orequivalentapproved make as per directions of EIC |
| 66 | ProvidingandfixingToiletPaperHolderwithstainlesssteel flap jaquar make model no. ACN-1153Sor equivalent approved make to be fixed with C.P. brass screws complete as per direction of the engineer-in-charge. |
| 67 | Providing and fixing Bottle Trap jaquar make 32 mm size with 250mm x 190mm longwall connectionpipe & Wall Flange modelno.ALD-PHR-769L250x190orequivalentapprovedmake as per directions of EIC |
| 68 | Providing and fixing TowelRinground with RoundFlange jaquarmodelno.Can-1121BNorequivalentapproved make to be fixed with CP brass screws etc. complete as perdirection of the engineer in charge. |
| 69 | P/FCPbrassbibcockjaquarmakeCON-047KNwithwall flangeorequivalentofapprovedmakeasperdirectionsofEngineer in Charge. |
| 70 | P/F15mmdialongbodybibcockJaquarmakeModelNo. CON-107-KN or equivalent of approved make as per directionof Engineer in Charge. |
| 71 | Providing and fixing 75 mm dia upvc nahani trap with material and labour etc complete as per directions of EIC. |
| 72 | Providing and fixing 100 mm dia CP floor jali (Heavy Duty) asper direction of EIC. |
| 73 | 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) |
| 74 | 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 |
| 75 | Providing and fixing mortice handle lock with of doorset make model no. Cetto |
| 76 | Providing and fixing 5mm thick thoughened glass etc.complete as per directions of E.I.C. |
| 77 | Providing & Fixing of rolling blinds NEHA/VESTA/CLASSIC or any other equivalent approved brand with prior approval of EIC, complete in all respect. |
| 78 | P/F Door set floor spring Model No. CS100 GM |
