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| 1 | Earth work in excavation by manuall 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 50 metres: All kinds of soil : |
| 2 | Supply and laying dry stone soling (100 mm size) dully hand packed (Quarry) and consolidated with hand rammers complete job |
| 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) crushed |
| 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 5 | 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 20 mm nominal size) |
| 6 | 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 : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 7 | 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 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 12 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 13 | Extra for brick work in superstructure above plinth level upto floor five level |
| 14 | 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. |
| 15 | 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): Second class Kail wood |
| 16 | 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). 35 mm Second kail wood |
| 17 | Providing and fixing 4 mm thick glass panes ( weighing not less than 10 Kg/sqm ) with all fixtures, all complete |
| 18 | 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 coarse sand) on walls etc complete job |
| 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 40 mm thick.Second Class kail wood |
| 20 | Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood). |
| 21 | Painting with synthetic enamel paint of approved brand and manufacture of required color to give an even shade. Two or more coats on new work and under coat of suitable shade with ordinary paint of approved brand and manufacture . On wood work |
| 22 | 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). |
| 23 | Providing and fixing of bright finished brass hardware fittings with screws etc complete 100 mm Handle |
| 24 | Providing and fixing of bright finished brass hardware fittings with screws etc complete 200 mm Handle |
| 25 | Providing and fixing of bright finished brass hardware fittings with screws etc complete 100×10 mm Tower bolts |
| 26 | Providing and fixing of bright finished brass hardware fittings with screws etc complete 150×10 mm Tower bolts |
| 27 | Proviaing and fixing water closet squatting pan (Inaian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 liter low level *hite PV.C. fluehing cistern, including fluch pipe (of approved |make) with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. |
| 28 | Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931 |
| 29 | Providing and fixing brass bib cock of approved quality ,15 mm nominal bore |
| 30 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 31 | Providing and fixing PVC pipes of approved make and brand incl. all fittings and fixtures complete job as per dirrection of E-I-C incl, trenching, refilling etc. 100 mm Dia |
| 32 | Providing and fixing PVC pipes of approved make and brand incl. all fittings and fixtures complete job as per dirrection of E-I-C incl, trenching, refilling etc. 75 mm Dia |
| 33 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes conforming to IS: 15801, UV stabilized and anti-microbial fusion welded, having thermal stability for hot and cold water supply including all PP-R plain and brass threaded Polypropylene random fittings. This includes testing of joints complete as per direction of Engineer-in- charge. Internal work-exposed on wall with clamps at 1.00 meter spacing PN-16 pipe , 20mm OD(SDR-7.4) |
| 34 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes conforming to IS: 15801, UV stabilized and anti-microbial fusion welded, having thermal stability for hot and cold water supply including all PP-R plain and brass threaded Polypropylene random fittings. This includes testing of joints complete as per direction of Engineer-in- charge. Internal work-exposed on wall with clamps at 1.00 meter spacing PN-16 pipe , 16mm OD(SDR-7.4) |
| 35 | Providing and fixing brass bib cock of approved quality ,15 mm nominal bore |
| 36 | Providing and fixing brass bib cock of approved quality ,20 mm nominal bore |
| 37 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1cement :4 coarse sand) for stop cock, with C.I. surface box 100x100x75 mm (inside) with hinged cover fixed in cement concrete slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ) including necessary excavation, foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. With common burnt clay (non modular) bricks of class designation 7.5 |
| 38 | Carriage of materials by machanical transport from source to site of work Sand and agg. For an average lead of 35 km |
| 39 | Carriage of materials by machanical transport from source to site of work bricks. For an average lead of 25 km |
| 40 | Carriage of materials by manual transport from dumping site to actual site of work Sand and agg. For an average lead of 2 km |
| 41 | Carriage of materials by manual transport from dumping site to actual site of work cement. For an average lead of 2 km |
| 42 | Carriage of materials by manual transport from dumping site to actual site of work Bricks. For an average lead of 2 km Please Enable Macros to View BoQ information |
