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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, cesspits and 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, within a lead of 1mtr. |
| 2 | All kinds of soil. |
| 3 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.A) All kinds of soil : |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 5 | 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:A)1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 6 | 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:A)1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 7 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering,shuttering, finishing and reinforcement. All work upto plinth level.A)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 with A) 1:1½:3 (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 A) Cold twisted bars. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 11 | Foundations, footings, bases for columns |
| 12 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 13 | Weather shades, chajjas, corbels etc. including edges. |
| 14 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :A)Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 15 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 16 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mmnominal size well rammed and consolidated and grouted with fine sand including finishingthe top smooth and curing complete |
| 17 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately):A)Sal wood |
| 18 | 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).A)Second class deodar wood |
| 19 | 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 40mm thickA)Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS : 3087 marked |
| 20 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butthinges bright finished of required size with necessary screws.A)Second class deodar wood |
| 21 | Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete: 9.40.1 2nd class teak wood |
| 22 | 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 approvedsteel primer all complete.A)Fixed to openings / wooden frames with rawl plugs screws etc. |
| 23 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 24 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 25 | 12mm Cement plaster of mix: A)1 : 6 ( 1 cement : 6 fine sand) |
| 26 | 15mm Cement plaster on the rough side of single or half brick wall ofmix: A)1 : 6 ( 1 cement : 6 coarse sand) |
| 27 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 28 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ liter, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.A) two coats. |
| 29 | Applying priming coat:A) With ready mixed pink or grey primer of approved brandand manufacture on wood work (hard and soft wood) |
| 30 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.A)Two or more coats on new work. |
| 31 | 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 : A) 300x16 mm |
| 32 | Providing and fixing aluminum tower bolts ISI marked anodized (anodiccoating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : |
| 33 | 200x10 mm |
| 34 | Providing and fixing aluminum handles ISI marked anodized (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. 125 mm |
| 35 | 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 :A)Single rubber stopper |
| 36 | Providing and fixing aluminum casement stays, 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. |
| 37 | Supplying and fixing modular switches/sockets, deep lights including wiring, connections of electric points complete item as per necessory at site.(LMR) |
| 38 | Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.A)0.63 mm thick with zinc coating not less than 275 gram/m2 |
| 39 | Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete.A)0.63 mm thick with zinc coating not less than 275 gram/m2 |
| 40 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. A)Welded |
| 41 | Providing and fixing precoated galvanised steel sheet roofing accessories0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :A) Barge board (Upto 300 mm) |
| 42 | 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.A)50 mm thick with 20mm nominal size stone aggregate. |
| 43 | Decorative painting which includes beautification on walls by way of alphabet writing, picture drawing of slogans,numerical, cartoon images as per BALA (building as learning and pattern) complete job. (LMR) |
| 44 | Carriage of the following materials by Mechanical Transport and head loadfromsource to site of work incl. loading, unloading and stacking complete :- |
| 45 | Sand for an average lead of 50 Km by MT & 150m by HL. |
| 46 | Stone aggregate below 40mm nominal size for an average lead of 50 Km by MT & 150m by HL. |
| 47 | Stone aggregate 40mm nominal size & above for an average lead of 50 Km by MT & 150m by HL. |
| 48 | Bricksfor an average lead of 120 Km by MT & 150m by HL. |
