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| 1 | Earth work in excavation by mechanical means (Hydraulic excavation)/manual means in foundation frenches 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 with a lead of 50 m All kind of soi |
| 2 | Supplying and filling in plinth under floor foundation etc with snd fine from local quarry with all lift includingspreading in horizontal layer watering gradng to required slop ramming consolidating and compacting each layer by usingplate compactor or by any suitable method complete. |
| 3 | Providing and laying in position cement concrete of specified grde excluding the cost of centering and shuttering All work upto plinth level 1:3:6( 1cement:3 fine sand:6 geded well burnt brick aggregate 20 mm niminal size) |
| 4 | Centering shuttering including struttings, propping etc. and removal of form work for: Foundations, footings, bases for columns etc. for massconcrete with timber plank |
| 5 | Centering shuttering including struttings, propping etc. and removal of form work for: Columns, Pillars, Piers, Abutments, Posts and Struts withwooden plank |
| 6 | Centering shuttering including struttings, propping etc. and removal of form work for: )Lintels, beams, plinth beams, girders, bressumers andcantilevers with wooden plank |
| 7 | Centering shuttering including struttings, propping etc. and removal of form work for: Suspended floors, roofs, landings, balconies and accessplatform with timber planks |
| 8 | Centering shuttering including struttings, propping etc. and removal of form work for: Stairs (excluding landings) except spiral-staircases withwooden plank |
| 9 | Reinforcement for RCC work including straightening cuting bending placing in position and binding complete upto plinth level thermo-Mechanically Treated bars grade Fe 500D or more |
| 10 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level:1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 11 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement : In plinth and skirting courses, fillets, columns, pillars, posts and struts: 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 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 floor five level excluding the cost of centring, shuttering, finishing and reinforcement 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stoneaggregate 20 mm nominal size) |
| 13 | Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete: In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 14 | 12 mm cement plaster of mix In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 15 | 15 mm cement plaster on the rough side of single or half brick wall of mix:Cement mortar 1:4 (1 cement : 4 fine sand) |
| 16 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm at 100 mm centre to centre and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia. steel pulleys & with riveted bolts, nuts, locking arrangement, stoppers, handles, hold fast /anchor bolt including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approvedsteel primer etc. complete as required. |
| 17 | Finishing walls with textured exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issuedby the Manufacturer] :New work ( two or more coats applied @ 3.28 litre/10 sqm)over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm |
| 18 | Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of Test Certificate issued by theManufacturer] |
| 19 | Providing and laying 1st class quality 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 - 2017, of approved make, in all colours and shades, laid over 20mm thick cement mortar 1:4 (1 cement : 4 fine sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc. all complete as per direction of the Engineer-in-charge.Double charged Stainfree vitrified tiles (Glossy)Size of tile 600 mm x 600 mm |
| 20 | Providing and fixing aluminium work for doors,windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixing with dash fasteners of required dia and size, including necessary filling up of gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawing and the direction of Engineerincharge.(Glazing and paneling and dashfasteners to be paid for separately) :-For fixed portion of approved quality:-Anodised aluminium (anodised transparent or dyed torequired shade according to IS: 1868, Minimum anodiccoating of grade AC 15). |
| 21 | First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 22 | Banking excavated earth in layers not exceeding 20 cm. in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks,marginal banks, and guide banks etc,lead upto 50 m and lift upto1.5 m Please Enable Macros to View BoQ information |
