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| 1 | Earth work in bulk excavation by mechanical 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 soils. |
| 2 | Earth work in bulk excavation by mechanical 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. Ordinary Rock |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation/bankingexcavated or stacked material Ordinary or hard rock |
| 4 | P/L Dry stone solling including cost of supply |
| 5 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).All work upto plinth level |
| 6 | 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 -- 1:1.5:3(1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 7 | 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. 1:1.5:3(1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 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, butresses plinth and string courses etc. |
| 10 | 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. |
| 11 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 12 | Dry Stone pitching ( any thickness ) including cost of stones (on Horizontal) |
| 13 | Dry Stone pitching ( any thickness ) including cost of stones (on Slopes) |
| 14 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 15 | Carriage of Material |
| 16 | Stones avg. lead of 02 Km by MT and 200 mtrs by HL |
| 17 | Sand and stone Agg. Avg lead of 33 Km by MT and 200 Mtrs by HL |
| 18 | Cement avg. lead of 08 kms by MT and 200 Mtrs by HL |
| 19 | Steel avg. lead of 08 kms by MT and 200 Mtrs by HL Please Enable Macros to View BoQ information |
