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| 1 | Entry Gate |
| 2 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator) / manual means in foundationtrenchesor drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. as per DSR 2.8.1 |
| 3 | Providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- All workup to plinth level : 1:4:8(1 Cement: 4 coarsesand (zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) as per DSR 4.1.8 |
| 4 | Centeringand shuttering includingstrutting, proppingetc. and removal of form forFoundations,footings,basesofcolumns,etc.formass concrete as per DSR 5.9.1 |
| 5 | Centeringand shuttering includingstrutting, proppingetc. and removal of form for Lintels,beams,plinthbeams,girders,bressumers and cantilevers as per DSR 5.9.5 |
| 6 | Centeringand shuttering includingstrutting, proppingetc. and removal of form forSuspendedfloors,roofs,landings,balconiesandaccess platform as per DSR 5.9.3 |
| 7 | Providingandlayinginpositionspecifiedgradeofreinforcedcement concrete, excludingthecostofcentering,shuttering,finishingand reinforcement - All work up to plinth level : 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) as per DSR 5.1.2 |
| 8 | Reinforcedcementconcreteworkinwalls(anythickness),including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments,postsand strutsetc. aboveplinthlevel up to floorfivelevel,excludingcostofcentering,shuttering,finishingand reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derivedfrom natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) as per DSR 5.2.2 |
| 9 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars as per DSR 5.22.3 |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and upto plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) as per DSR 6.1.1 |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5in Super Structure in: Cement mortar 1:6 (1 cement : 6 coarse sand) as per DSR 6.3.1 |
| 12 | 12 mm cement plaster of mix :1:4(1 cement: 4 coarse sand) as per DSR 13.1.1 |
| 13 | Providingand laying PolishedGranitestone flooringin requireddesign and patterns,in linearas well as curvilinearportionsof the buildingall complete as per the architectural drawingswith 18 mm thick stone slab over20 mm(average)thickbaseof cementmortar1:4(1cement: 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.PolishedGranitestoneslabofcolourBlack,Cherry/Ruby Red or equivalent as per DSR 8.2.2.2 |
| 14 | Providing and fixing expandable fasteners of specified size with necessary plastic sleeves and galvanised M.S. screws including drilling holes in masonry work /CC/ R.C.C. and making good etc. complete.As per Code 8.24.4 DSR 2023 For 50 mm Long |
| 15 | 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. as per DSR 13.80 |
| 16 | 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 priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per DSR 13.47.1 |
| 17 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., includingmachinepolishingto edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. As per Code 8.3.2 DSR 2023For Granite work |
| 18 | Earthworkinsurfaceexcavationnotexceeding30cmindepthbut exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:2.1.1All kinds of soil |
| 19 | S/F of sign board |
| 20 | MDM |
| 21 | Earthworkinexcavationbymechanicalmeans(Hydraulic excavator )/ manual means in foundationtrenchesor drains (not exceeding1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 22 | P.C.C.in 1:4:8(1 Cement: 4 coarsesand (zone-III)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 23 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 24 | Centeringand shuttering includingstrutting, proppingetc. and removal of form for Foundations,footings,basesofcolumns,etc.formass concrete |
| 25 | Providingandlayinginpositionspecifiedgradeofreinforcedcement concrete, excludingthecostofcentering,shuttering,finishingand reinforcement - All work up to plinth level : 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) |
| 26 | SteelreinforcementforR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars |
| 27 | Structuralsteel workin singlesection,fixedwith or withoutconnecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 28 | Steel work in built up tubular (round, square or rectangularhollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes |
| 29 | Providing and fixing bolts including nuts and washers complete. |
| 30 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) |
| 31 | Providing and Laying Kota stone Flooring I/C all completion |
| 32 | 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 |
| 33 | 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 priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 34 | Factory made 50mmx47 mm with a wall thickness of 5 mm door frame PVC extruded sheet including carriage |
| 35 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymercoatedJ or L hooks,bolts and nuts 8 mm diameter with bitumenandG.I. limpetwashersor withG.I.limpetwashersfilled with white lead, including a coat of approved steel primer and two coats ofapprovedpaintonoverlappingofsheetscomplete(uptoanypitch in horizontal/vertical or curved surfaces),excludingthe cost of purlins, raftersandtrussesandincludingcuttingtosizeandshapewherever required. 0.63 mm thick with zinc coating not less than 275 gm/ m* |
| 36 | Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gm/mz |
| 37 | Earth work cutting or embankment in ordinary soil excavation to be in form of regular pits not exceeding 1/2 Mtr in depth and earth embankment to be in 20 cm layers, includind ramming and dressing the surface of required levels and slopes for making earthen base anddeposited a 30 M distance as directed by the Engineer-in-charge as S.I. No. 253 (231A) with royality. with 3 km cartage |
| 38 | S/F of sign board at site |
| 39 | Filter chamber |
| 40 | Excavation of foundation |
| 41 | Extra Lift |
| 42 | B/W in 1:6 taking 75% for H/combing |
| 43 | RCC in 1:1.5:3 |
| 44 | P/Laying of B/ballast |
| 45 | Steel |
| 46 | Plaster work in 1:3 with neat cement |
| 47 | P/laying of 110 mm dia PVC pipe |
| 48 | construction of manhole 600x450x600mm |
