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| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 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 : including all leads, lift and carriage complete |
| 2 | 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: All kinds of soil : Including all leads, lift and carriage complete |
| 3 | Earth work in excavation by mechanical means (hydraulic excavator) 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:.Ordinary Rock : Including all leads, lift and carriage complete |
| 4 | Providing and laying in position cement concrete 1 Cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal sizeexcluding the cost of centering and shuttering - All work up to plinth level |
| 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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 6 | Dupming of Stone includingthe cost of stones, all leads, lift and carriage complete |
| 7 | Providing and laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing completeincluding all leads, lift and carriage complete |
| 8 | Brick work with common burnt clay F.P.S (non modualar) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement: 6 coarse sand) Including all leads, lift and carriage complete |
| 9 | Extra for brick work in superstructure above plinth level upto floor V level. (By manual means) |
| 10 | Reinforced cement concrete work1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstair cases upto five level including curing but excluding the cost of centring, shuttering,finishingincluding all leads, lift and carriage complete |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete . Including all leads, lift and carriage complete |
| 12 | 15 mm cement plaster of mix : 1:6 ( 1 cement : 6 fine sand ) Including all leads, lift and carriage complete |
| 13 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 14 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20 mm nominal size stone aggregate. Including all leads, lift and carriage complete |
| 15 | White washing with lime to give an even shade on New Work (three or more coats) |
| 16 | Colour washing such as green blue or buff to give an even shade New work (two or more coats) with a basecoat of white washing with lime |
| 17 | Applying Priming coat with ready minedred oxide Zinc chromate primer of approved brand and manufacture on steel galvanized iron/steel works |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form work for ; Suspended floors, roofs, landings, balconies and access platforms. |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form work for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 21 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaftwith brackets, side guides and arrangements for inside and outside locking with push and pull operation omplete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1 and M.S. top cover of required thickness for rolling shutters80x1.20 mm M.S. laths with 1.20 mm thick top cover |
