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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m All kinds of soil. as per direction of Engineer-in-Charge. |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) as per direction of Engineer-in-Charge. |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form work for : (a) Foundations, footings, bases for columns as per direction of Engineer-in-Charge. |
| 4 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc and as per direction of Engineer-in-Charge. |
| 5 | Arches, domes, vaults up to 6 m span and as per direction of Engineer-in-Charge. |
| 6 | 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) as per direction of Engineer-in-Charge. |
| 7 | Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) as per direction of Engineer-in-Charge. |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more as per direction of Engineer-in-Charge. |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) as per direction of Engineer-in-Charge. |
| 10 | Brick work in plain arches in superstructure above plinth level and upto floor five level including centering and shuttering complete for span up to 6 metres with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) as per direction of Engineer-in-Charge. |
| 11 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth and as per direction of Engineer-in-Charge. |
| 12 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete and as per direction of Engineer-in-Charge. |
| 13 | 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 @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete Size of Tile 600x600 mm and as per direction of Engineer-in-Charge. |
| 14 | 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 & length ( hold fast lugs or dash fastener shall be paid for separately). Sal wood and as per direction of Engineer-in-Charge. |
| 15 | 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-incharge. Second class teak wood 35 mm thick shutters and as per direction of Engineer-in-Charge. |
| 16 | Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size Second class teak wood and as per direction of Engineer-in-Charge. |
| 17 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) and as per direction of Engineer-in-Charge. |
| 18 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. Complete 300 x 16 mm as per direction of Engineer-in-Charge. |
| 19 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. Complete 250x10 mm as per direction of Engineer-in-Charge. |
| 20 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. Complete 125 mm as per direction of Engineer-in-Charge. |
| 21 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work as per direction of Engineer-in-Charge. |
| 22 | 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 direction of Engineer-in-Charge. |
| 23 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including water thinnable priming coat with cement primer as per direction of Engineer-in-Charge. |
| 24 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work as per direction of Engineer-in-Charge. |
| 25 | P/Fixing soundproofing using Channels, Rockwool, Chicken mesh , 4mm board and Fabric etc. complete as per direction of Engineer-in-Charge. |
| 26 | Providing Chairs and Mats as per direction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
