Jesse Microsoft a Calculate the cost of labour required for casting an R.C.C. Column of 300 mm x 600 mm cross- section, 4.00 m height. It is reinforced with 4 Y 20 mm. Links of R10 @ 200 mm c/c. Assume column height is from the top of the plinth beam. Assumptions: - Concrete = OMR 3.500 / m3 - Formwork = 5.500 OMR / m2 Fines Time - Steel = OMR 230 / ton Slab thickness = 200 mm - Concrete cover 25 mm Team Size Semi-skilled Productivity Skilled Unskilled 1 1 1 0 1 ton /day 20 m / day 20 m' /day 1 2 Reinforcement Formwork Concreting 2 1 1 180 OMR monthly 150 OMR monthly 120 OMR monthly Wages Jesse Microsoft a Calculate the cost of labour required for casting an R.C.C. Column of 300 mm x 600 mm cross- section, 4.00 m height. It is reinforced with 4 Y 20 mm. Links of R10 @ 200 mm c/c. Assume column height is from the top of the plinth beam. Assumptions: - Concrete = OMR 3.500 / m3 - Formwork = 5.500 OMR / m2 Fines Time - Steel = OMR 230 / ton Slab thickness = 200 mm - Concrete cover 25 mm Team Size Semi-skilled Productivity Skilled Unskilled 1 1 1 0 1 ton /day 20 m / day 20 m' /day 1 2 Reinforcement Formwork Concreting 2 1 1 180 OMR monthly 150 OMR monthly 120 OMR monthly Wages