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| 1 | Earth work in excavation by manual means in trenches for foundations, drains,pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed All kinds of Soil. |
| 2 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 3 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. |
| 6 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing inCement mortar 1:6 ( 1 cement : 6 coarse sand)& Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 7 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more. |
| 10 | Centring and Shuttering including strutting, propping etc and removal of form work for |
| 11 | Foundations: footings, bases of columns etc. for massconcrete. |
| 12 | Suspended floors, roofs, landings, balconies and access platform. |
| 13 | Lintels, beams, plinth beams, girders,bressumers and centilevers. |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 15 | Edges of Slabs and Break in floors and walls (Under 20 cms wide) |
| 16 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60mm thickness, including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.60mm pressed, mild steel welded or rigidly fixed together by mechanical means, including M.S pressed 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 Profile B Fixing with adjustable lugs with split end tail to each jamb |
| 17 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete. Fixed to steel windows by welding |
| 18 | 6 mm Cement plaster to ceiling of mix 1 : 3 ( 1 cement : 3 fine sand) |
| 19 | 12mm cement plaster of mix 1:6 (1 cement : 6 fine sand) |
| 20 | 15mm Cement plaster on the rough side of single or half brick wall of mix 1: 6 ( 1 cement : 6 fine sand) |
| 21 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately). 35mm Thick Second class Kail wood. |
| 22 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.Particle Board 12mm thick Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS : 3087 marked |
| 23 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. 35mm thick Second class Kail wood. |
| 24 | Providing and fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete |
| 25 | :250x16 mm |
| 26 | Providing and fixing aluminium tower bolts lSI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete |
| 27 | 150x10 mm |
| 28 | 100x10 mm |
| 29 | Providing and fixing aluminium handles lSI 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. |
| 30 | 125 mm |
| 31 | 100 mm |
| 32 | Providing and fixing aluminum hanging floor door stopper, ISI marked, anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :Twin rubber stopper |
| 33 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.50 mm thick with 20mm nominal size stone aggregate. |
| 34 | Providing and fixing strips in joints of terrazzo/ cement concrete floors. Glass strips 40 mm wide and 4 mm thick |
| 35 | Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture |
| 36 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work |
| 37 | Distempering with 1st quality acrylic distemper (ready mixed)having VOC content less than 50 gms/litre,two or more coats on new work of approved manufacturer, of required shade and colour complete as per manufacturer’s specifications |
| 38 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 39 | Making plinth protection 50 mm thick of cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggreagate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. Crushed |
| 40 | Providing & fixing electric points complete in all respect as per necessary as site. |
| 41 | Carriage of materials by mechanical transport including loading / unloading and stackingcomplete. |
| 42 | Sand for an average distance of 100km by MT & 1Km by HL |
| 43 | Stone Aggregate for an average distance of 50km by MT & 1Km by HL |
| 44 | Bricks for an average distance of 100 Km by MT & 1km by HL |
| 45 | Steel for an average distance of 1.0 km by HL |
| 46 | Cement for an average distance of 1.0 km by HL |
