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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:25 meter beyond 1 m from cutting edge |
| 2 | P/L dry Stone Soling (100mm size) duly hand packed (Quarry) & 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 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). |
| 5 | Providing and laying in position specified grade of cement concrete excluding the cost of centering, shuttering, finishing and reinforcement.All work upto plinth level in 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggregate 20mm 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 F.P S ( non modualar) bricks of class designation 75 in foundation and plinth including curing in cement mortar 1:6 (1 cement :6 coarse sand) |
| 13 | Extra for brick work in super structure 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. 35 mm thick Second class kail wood |
| 17 | Providing & fixing 4 mm thick glass panes with all fixtures, all complete |
| 18 | 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 |
| 19 | Providing and applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood). |
| 20 | 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 over and under coat of suitable shade with ordinary paint of approved brand and manufacture. On wood work |
| 21 | 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 20mm nominal size). |
| 22 | 12 mm thick cement plaster of 1:6 mix ( 1 cement: 6 coarse sand) on walls etccomplete job |
| 23 | 6 mm thick cement plaster to Ceiling of 1:3 mix ( 1 cement: 3 coarse sand) complete job |
| 24 | Providing and fixing aluminum bright finished brass hardware fittings with screws etc complete, handle 100 mm |
| 25 | Providing and fixing aluminum bright finished brass hardware fittings with screws etc complete,handle 200 mm |
| 26 | Providing and fixing aluminum bright finished brass hardware fittings with screws etc complete, tower bolts 100×10 mm |
| 27 | Providing and fixing aluminum bright finished brass hardware fittings with screws etc complete, tower bolts 150×10 mm |
| 28 | Providing and fixing water closet squatting pan ( Indian type W.C. pan) with 100 mm sand cast Iron P or Strap, 10 litre low level P.V. C. flushing cistern including flush pipe (of approved make) \\"manually contro(led device (handle lever) conforming to IS:7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. White vitreous china orissa pattern W.C. pan of size 580x440 mm. |
| 29 | Providing and fixing brass bib cock of approved quality.19.9.1 15 mm nominal bore |
| 30 | Providing and fixing Pvc water storage tank of approved brand incl. ball cock with all neccesary fittings and fixtures complete job |
| 31 | Providing and fixing Polyvinyl Chloride (PVC) pipes of approved make and brand including all fittings and fixtures complete job as per direction of Engineer-in-charge including trenching,refilling etc 100 mm dia |
| 32 | Providing and fixing Polyvinyl Chloride (PVC) pipes of approved make and brand including all fittings and fixtures complete job as per direction of Engineer-in-charge including 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 stop cock of approved quality, 15 mm dia. nominal bore |
| 36 | Providing and fixing brass stop cock of approved quality, 20 mm dia. nominal bore |
| 37 | Constructing masonry Chamber 30x30x30 cm inside, in brick work in cement mortar 1:4 (1cement :4 coarse sand)with necessary pvc cover with frame or cover slab 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 material by Mechanical Transport from source to site work (Sand and aggregates 30 kms) |
| 39 | Carriage of material by Mechanical Transport from source to site work (bricks 25 kms) |
| 40 | Carriage of material by head load for an avg lead of 50 mtr from dumping site to actual site of work Sand/bajree |
| 41 | Carriage of material by head load for an avg lead of 50 mtr from dumping site to actual site of work bricks |
| 42 | Carriage of material by head load for an avg lead of 50 mtr from dumping site to actual site of work cement |
| 43 | Carriage of material by head load for an avg lead of 50 mtr from dumping site to actual site of work Steel/ST Steel Please Enable Macros to View BoQ information |
