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considering for 1 sqm area, then dry volume of mortar= 1*1*.025= .025 cumfor wet volume of mortar increase it by 20% so, 0.025*20%+0.025 = 0.03 cumnow considering ratio of 1:4 then 0.03/1+4 =0.006/0.0345(volume of 1 bag) =0.18 Bagfor kg = 0.18*50 =8.7 kg/sqm
ft^2 x (1m/3.ft)^2 =9.3 m^2
note : for every m^2 area of cement mortar for tile works use0. bags of cement
9.3 x0. = 0. bag or1 bag of cement for thinset mortar
assume mortar thickness = .025 m
given area= 100m2
cement content=350 kg/m3
Q of mortar= .025 x 100 = 2.5m3
Q of cement= 2.5 x 350 = 875 kg