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| 1 | 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 by Engineer-in-Charge.All kinds of soil 85% |
| 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 by Engineer-in-Charge.All kinds of soil 85% and Ordinary Rock 15% |
| 3 | Earth work in bulk excavation by manual means 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 by Engineer-in-Charge. All kinds of soil |
| 4 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min 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:1 meter from cutting edge (All kinds of soil) |
| 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 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 6 | 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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 7 | 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) |
| 8 | Extra for brick work in super structure above plinth level upto floor V level by manual means |
| 9 | 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) |
| 10 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 11 | 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 with1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 12 | Reinforcement for RCC work including straightening , cutting, bending, placing in position and binding all complete |
| 13 | Centring and shuttering including strutting propping etc and removal of formwork for: foundation footings,bases of columns etc for mass concrete. |
| 14 | B Columns, pillars, piers, abutments, posts and struts. |
| 15 | C Sides and Soffits of lintel & beam |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form work for : Suspended floors, roofs, landings, balconies and access platforms. |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form work for:Edges of slabs and breaks in floors and walls under 20 cm |
| 18 | 6mm thick cement plaster of 1:3 mix (1 cement : 3 fine sand) in ceiling |
| 19 | 12 mm thick cement plaster of 1:6 mix ( 1 cement : 6 fine sand) |
| 20 | 15mm Cement plaster on the rough side of single or half brick wall of mix 1 : 6 ( 1 cement : 6 fine sand) |
| 21 | Distempring with ist quality oil bound distemper of approved manufacture and of required shade and colouron new work including primer coat of cement primer |
| 22 | Finishing wall with premium acrylic smooth exterior paint with silicon additives of required shade on New work (two or more coats applied @ 1.43 liter/10sqm over and including priming coat of water exterior paint applied @ 2.20kg/10sqm) |
| 23 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 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: 50mm thick using 20mm ns agg. |
| 24 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60mm thickness,including hinges jamb, lock jamb, bead and if required angle thresholdofmild steel angle of section 50x25mm, or base ties of 1.60mm pressed, mildsteel welded or rigidly fixedtogether by mechanical means, including M.Spressed butt hinges 2.5mm thick with mortar guards, lockstrike-plateandshockabsorbers as specified and applying a coat of approved steel primer after pre-treatmentof the surface as directed by Engineer-in-charge: (Profile B) Fixing with adjustable lugs with split end tail toeach jamb |
| 25 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete. Fixed to steel windows by welding |
| 26 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 10kg/sqm (4mm thick) shutter glass panes including black enamelled lSI marked M.S. 30mm butt hinges with necessary screws thickness 30mm(Second class Kail wood)- 30mm |
| 27 | Electrification to hall Lump sum |
| 28 | Construction of CIB (includes concrete Pedestrial/Brick 3*2, Plastering,Painting complete job as per direction of Engineer in charge |
| 29 | Carriage of cement from an avg. distance of 39 K.M by MT & 350 M by AT |
| 30 | Carriage of steel from an avg. distance of 39 K.M by MT & 350 Meter by AT |
| 31 | Carriage of sand from an avg. distance of 39 K.M by MT & 350 Meter by AT |
| 32 | Carriage of aggregates below 40 mm from an avg. distance of 39 kM by MT & 350 Meter by AT |
| 33 | Carriage of Stone from an avg. distance of 0 kM by MT & 350 Meter by AT |
| 34 | Carriage of Bricks from an avg. distance of 115 K.M by MT & 350 M by AT Please Enable Macros to View BoQ information |
