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| 1 | Excavation in cutting in soil by manual means with lead upto 50 mt for road way in soil using manual means for carrying of cut earth to embanking site with a lift upto 1.5 m and lead upto 50 mas pertechnical specification Clouse 302.3 by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 2 | Earth work in excavation by mechanical means (HydraulicExcavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil asdirected, within a lead of 50 m for all Kinds of soil by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 3 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - -All work upto plinth level 1:4:8(1Cement:4finesand:8gradedstoneaggregate 40 mm nominal size). by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 4 | Brick work with F.P.S. bricks of class designation 75 in foundationand plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 5 | Providing and laying in position specified grade of reinforcedcement concrete excluding the cost of centring, shuttering,finishing and reinforcement - All work upto plinth level 1:1.5:3(1cement:1.5coarse sand: 3gradedstoneaggregate 20 mm nominal size) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 6 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes inCement mortar 1:6 (1 cement : 6 coarse sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 7 | Half brick masonry with F.P.S. bricks of class designation 75 insuperstructure above plinth level upto floor V level inCement mortar 1:4 (1 cement : 4 coarse sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 8 | Providing and laying cement concrete in retaining walls, returnwalls (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 costof centring, shuttering and finishing 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 9 | 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. uptofloor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3(1cement:1.5coarse sand: 3gradedstoneaggregate 20 mm nominal size) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 10 | Centring and shuttering including strutting,ropping etc. andremoval of form for Columns, Pillars, Piers, Abutments, Posts and Struts. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 11 | Centring and shuttering including strutting,ropping etc. andremoval of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers . by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 12 | Centring and shuttering including strutting,ropping etc. andremoval of form for Foundations, footings, bases of columns, etc. for mass concrete. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 13 | Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete.Thermo-Mechanically Treated bars. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 14 | 12 mm cement plaster of mix.1:6 (1 cement : 6 fine sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 15 | ProvidingandfixingIstqualityceramicglazedwalltilesconf IS : 15622 (thicknessto be specified by the manufacture ) of appr make in all colours, shades except burgundy, bottle green, black ofsizeas approvedbyEngineer-in-Charge inskirting, risersof ste dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 c sand)and jointingwith [email protected] persqmi pointinginwhitecementmixedwithpigmentofmatchingsh complete. |
| 16 | Providing and laying Ceramic glazed floor tiles 300x300 mm (thick tobespecifiedbythemanufacturer)of1stqualityconformin 15622 ofapprovedmake in colourssuch asWhite, Ivory,Grey,RedBrown,laidon20mmthickCementMortar1:4(1Ce Coarsesand)includingpointingthejointswithwhitecement matching pigment etc., complete. |
| 17 | Filling available excavatedearth (excluding rock)in trenches,plinth,sidesoffoundationsetc.inlayersnotexceeding20cmin depth,consolidatingeachdepositedlayerbyramming andwatering, leadup to 50 m and lift upto 1.5 m. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 18 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption 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), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete |
| 19 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nomina lsize well rammed and consolidated and grouted with fine sand including finishing the top smooth |
| 20 | Plaster drip course/ groove in plastered surfaceor moulding to R.C.C. projections. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 21 | Honey-combbrickwork10/11.4cmthickwithbricksofclassdesignation 75 in cement mortar 1:4 (1 cement : 4 coarse sand). by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 22 | Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge . Work to be execuated as per specification a rate of above given item Profile C |
| 23 | Providing and fixing M.S. grills of required pattern in frames ofwindows etc. with M.S. flats, square or round bars etc. all complete Fixed to steel windows by welding. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 24 | Providing and fixing ISI marked flush door shutters conforming toIS: 2202 (Part I) non-decorative type, core of block board construction with frameof 1st class hard wood and well matched commercial 3 ply veneering with verticalgrains or cross bands and face veneers on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges withnecessary screws. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 25 | Providing and fixing factory made laminated veneer lumber glazedshutter conforming to IS 14616 and TADS 15:2001 (Part B), using 4mm thick floatglass panes for doors, windows and clerestory windows including ISI marked blackenamelled M.S butt.hinges with necessary screws 30 mm thick shutters as per directions ofEngineer-in-chargework to be execuated as per specification a rate of above given item |
| 26 | windows using galvanised M.S. wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm.With 12 mm mild steel U beading. as per directions ofEngineer-in-chargework to be execuated as per specification a rate of above given item |
| 27 | Providing and fixing ISI marked oxidised M.S. Sliding door bolts with nuts and screws etc (250x16 mm) |
| 28 | Providing and fixing ISI marked oxidised M.S. Tower bolt black finish, (Barrel type) with necessary screws etc. 250x10 mm |
| 29 | Providing and fixing ISI marked oxidised M.S. Handles confirming to IS:4992 with necessary screws etc (125 mm) |
| 30 | 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 torequired colour and shade with necessary screws etc. Complete, single rubber stopper |
| 31 | White washing with lime to give an even shade: New work (threeor more coats) as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item |
| 32 | Distemperingwithdrydistemperofapprovedbrandand manufacture(twoormorecoats)andofrequiredshadeonnewwork, overandincluding priming coat of whiting to give an even shade. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item |
| 33 | PaintingwoodworkwithDeluxeMultiSurfacePaintofrequired shade.Twoor more coat applied @0.90ltr/[email protected]/10sqm ofapproved brand or manufacture. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item |
| 34 | PaintingSteel workwithDeluxeMultiSurface Paintto givean even shade. Two or morecoatapplied @0.90 ltr/10sqmover an under coatof [email protected]/10sqmofapproved brand or manufacture. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item |
| 35 | Excavation in foundation for retaining and breast walls in all types of soil and rocks |
| 36 | Random rubble stone masonary laid in 1:6 cement and sand mortar in breast walls, retaining walls, perapets, scuppers including supply of all material, labour, T & P and royalties etc |
| 37 | Pointing with cement mortar 1:3,for Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604 as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item |
| 38 | Back filling behind retaining wall/breast wall,for Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604 as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item |
| 39 | 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 as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item (75 mm diameter ) |
| 40 | 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 as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item (110 mm diameter ) |
| 41 | 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. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item Coupler110 mm |
| 42 | 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. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given Shoe (Plain) 110 mm Shoe |
| 43 | Providing and fixing unplasticised -PVC pipe clips of approved each design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4coarse sand) and making good the wall etc. complete. 110 mm. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given |
| 44 | Providing and fixing to the inlet mouth of rain water pipe each cast iron grating 15 cm diameter and weighing not less than 440 grams. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given |
| 45 | Providing and fixing ball valve (brass) of approved qualitycomplete. High or low pressure with plastic floats. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given 20 mm nominal bore |
| 46 | Providing and fixing watercloset squatting pan(Indian type W.C.pan )with 100mm sand castIronP or S trap, 10 litre lowlevelwhite P.V.C.flushingcisternwithmanuallycontrolleddevice(handlelever)conforming to IS : 7231,with all fittings and fixtures completeincludingcutting and making good the walls and floors wherever required :WhiteVitreouschinaOrissapatternW.C.panofsize580x440mm with integral type foot rests as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given |
| 47 | WhiteVitreousChinaFlatbackwashbasinsize550x400mm with single 15 mm C.P. brass pillar tap. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given |
| 48 | Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS 13983 Kitchen sink without drain board (470x420 mm bowl depth 178mm) |
| 49 | Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall -Iinternal work 15 mm dia. nominal bore as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above give |
| 50 | Providing and fixing G.I. pipes complete with G.I. fittings includingtrenching and refilling etc. (external work) 20 mm dia. nominal bore as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given |
| 51 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15mm nominal bore |
| 52 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 |
| 53 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15mm nominal bore. |
| 54 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet 100 mm diameter |
| 55 | Providing and fixing square-mouth S.W. gully trap grade \"A\"\"completewithC.I.gratingbrickmasonrychamberwithwatertight C.I.coverwith frame of 300 x300 mm size (inside) the weight of cover to benotlessthan4.50kgandframetobenotlessthan2.70kg asperstandard design : 100x100 mm size P type With F.P.S. Bricks class designation 75as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given |
| 56 | Constructing masonry Chamber 30x30x50 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1cement :3 coarsesand) 12mm thick finished with a floating coat of neat cement complete as per standard design : as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given (With F.P.S. bricks) |
| 57 | Constructing brick masonry manhole in cement mortar 1:4 ( 1cement : 4 coarse Inside size 90x80 cm and .45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg):With F.P.S. bricks with class designation 75 as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given (With F.P.S. bricks) |
| 58 | Random rubble stone masonary laid in 1:6 cement and sand mortar in breast walls, retaining walls, perapets, scuppers including supply of all material, labour, T & P and royalties etc |
| 59 | GI Metal Ceiling Lay in plain Tegular edge Global whitecolor tiles of size 595x595 mm, and 0.5 mm thick with 8mm drop; made of G I sheet having galvanizing of 100gms/sqm (both sides inclusive) and electro staticallypolyester powder coated of thickness 60 microns(minimum), including factory painted after bending. |
| 60 | Steel work in built up tubular (round, square or rectangular hollow tubesetc.) trusses etc., including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer, including welding andbolted with special shaped washers etc. complete |
| 61 | Providing corrugated G.S. sheet roofing including vertical / curvedsurface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpetwashers filled with white lead, including a coat of approved steelprimer and two coats of approved paint on overlapping of sheetscomplete (up to any pitch in horizontal/ vertical or curved surfaces),excluding the cost of purlins, rafters and trusses and including cuttingto size and shape wherever required. |
| 62 | Random rubble masonry with hard stone in superstructure above plinthlevel and upto floor five level, including leveling up with cement concrete1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mmnominal size) at window sills, ceiling level and the like. |
| 63 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tankas per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given |
