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| 1 | Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately) |
| 2 | E/W in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width pr 10sqm on plan) i/c dressing of sides & ramming of bottoms, lift upto 1.5m, i/c getting out excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. |
| 3 | a) All kinds of soil |
| 4 | Supplying and filling in plinth with sandy soil under floors including, watering, ramming consolidating and dressing complete. |
| 5 | Dry rubble Flooring |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering |
| 7 | All works upto plinth level |
| 8 | 1:4:8 (1 cem :4 c/sand :8 graded stone aggregate 40 mm nom size) |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work upto plinth level : |
| 10 | 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size ) |
| 11 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, butresses,plinth and string courses,fillets, columns, pillars, piers, abutments, posts and struts etc upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement. |
| 12 | 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size ) |
| 13 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies, shelves, chajjas, lintels, bands,plain window sills, staircases and spiral staircases upto floor two level excluding the cost of centering, shuttering, finishing and re-inforcement. |
| 14 | 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size ) |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Upto & above plinth level |
| 16 | (b) Tor Steel Bars. |
| 17 | Centering and shuttering including strutting, proppong etc. and removal form for |
| 18 | a) Foundations, footings, bases of columns etc. and mass concrete |
| 19 | d) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 20 | e) Suspended floors, roofs, landings, balconies and access platform, with water proof ply 12mm. |
| 21 | Brick work with 1st class common burnt clay F.P.S. (non modular) bricks in foundation and plinth in: |
| 22 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 23 | Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricks in foundation and plinth in |
| 24 | Cement mortar 1 : 3 (1 cement : 3 coarse sand) |
| 25 | 12 mmcement plaster of mix : |
| 26 | 1:3 ( 1 cement : 3 C/s ) |
| 27 | Finishing walls with Acrylic Smooth exterior paint of required shade: — |
| 28 | 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). |
