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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: A) All kind of Soil. |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) 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 byEngineer-in-Charge.A) All kinds of soil : |
| 3 | 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)1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 4 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. A1:5:10 (1 cement : 5 coarse sand : 10 graded brick aggregate 40 mm nominal size |
| 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) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 6 | Dry random rubble masonry with hard stone in foundation and plinth:A) Without bound stone. |
| 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 works 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 walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts an dstruts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. A) 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 9 | 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) |
| 10 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 11 | 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 |
| 12 | 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) |
| 13 | 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. |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 15 | Foundations, footings, bases for columns |
| 16 | Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 18 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 19 | Columns, pillars, piers, abutments, posts and struts. |
| 20 | Suspended floors, roofs, landings, balconies and access platforms. |
| 21 | Edges of slabs and breaks in floors and wallsA) Under 20 cm wide |
| 22 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 23 | 15mm Cement plaster on the rough side of single or half brick wall of mix: A) 1 : 6 ( 1 cement : 6 coarse sand) |
| 24 | 12mm Cement plaster of mix: A) 1 : 6 ( 1 cement : 6 coarse sand) |
| 25 | 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 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. completeA) Size of tile 600x600 mm |
| 26 | 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 and shades, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cementand matching pigments etc. complete.A) Size of tile 500x500 mm |
| 27 | 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 |
| 28 | 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. A) 1 Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS : 3087 marked |
| 29 | 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. A) Second class Kail wood |
| 30 | Providing and fixing aluminum tower 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 necessary screws etc. complete : |
| 31 | Tower Bolt200x10 mm |
| 32 | Tower Bolt 100x10 mm |
| 33 | HANDLE125 mm |
| 34 | Handle 100 m |
| 35 | Doo stoppe twin |
| 36 | Providing and fixing ISI marked oxidized M.S. sliding door bolts with nuts and screws etc. complete : A)250x16 mm |
| 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 | Applying priming coat: A) With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 40 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. A) Two or more coats on new work |
| 41 | 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 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete |
| 42 | 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. |
| 43 | Wiring for light point /fan point/exhaust fan point/call bell point/ with 1.5 sqm F.R.L.S pvc insulated copper conductor single core cable in surface/ressed medium glass pvc conduit, moduler switch, moduler plate, suitable g.gi box and earthing the point with 1.5 sq mm FRLS pvc insulated copper conductor single core cable etc. as required. (LMR) |
| 44 | Supplying and fixing following modular switch/socket on the existing modular plate and switch box including connections but excluding modular plates etc. as reqired. |
| 45 | 5/6 A switch. |
| 46 | 3/5 pin 5/6 Amp socket outlet. |
| 47 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10kA, ``C\"\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. A) Single pole. |
| 48 | Decorative painting which includes beautification on walls by way of alphabetswriting, picture drawing of slogan, numericalcartoon images as per BALA ( building as learning and pattern) complete Job. (LMR) |
| 49 | Carriage of the following materials by Mechanical Transport fromsource to site of work incl. loading, unloading and stacking complete :- |
| 50 | Sand from Billawarfor an average lead of 19 Km. |
| 51 | Stone aggregate below 40mm nominal sizefrom Billawarfor an average lead of 19 Km. |
| 52 | Bricksfor an average lead of 120Km. |
| 53 | Stone aggregate40mm nominal size and abovefrom Billawarfor an average lead of 19 Km. |
| 54 | Stone/Boulder from local nallah for an everage lead of 5km. |
