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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in- Charge. All kinds of soil |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - (a) 1:4:8 ( 1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 3 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. above plinth level upto floor five level excluding cost of centering,shuttering, finishing and reinforcement :(a) 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 4 | 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 above plinth level upto floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 5 | Providing and laying upto floor five level reinforced cement concrete in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 6 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.(ii) Thermo-Mechanically Treated bars |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 8 | (a) Foundations, footings, bases of columns, etc. for mass concrete. |
| 9 | (b) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 10 | (C ) Suspended floors, roofs, landings, balconies and access platform. |
| 11 | Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricks in superstructure above plinth level upto floor V level in (i) Cement mortar 1 : 3 (1 cement : 3 coarse sand) |
| 12 | 12 mm cement plaster of mix (i) 1:4 (1 cement : 4 coarse sand) |
| 13 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. |
| 14 | h) In gratings, framed guard bars, ladders, railings, brackets and similar works. |
| 15 | Finishing walls with Acrylic Smooth exterior paint of required shade : —New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). |
| 16 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work Please Enable Macros to View BoQ information |
