- Cement
-by weight
- Fine aggregates
-By weight
-But for ordianry works or if facil ities of weighing are not available , it can be by volume . Hoevert , allowance for bulking must be kept in view .
Coarse aggregate
-By weight or volume ( no problem for bulking )
Water
-By volume ( 1kg=1 littler )
-Adjustment should be made for the present of water in sand and aggregates
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