Please provide a possible mix design for a C$45$ concrete with the following raw materials. $(80$ marks$)$

Cement: $52\mathrm{.}5$ N Portland cement

Coarse aggregates: crushed granite of $40$ mm $($graded$)$

Fine aggregates: crushed fine with $50\%$ passing $600-m$ sieve

Slump required: $40$ mm

Maximum water$/$cement ratio $=0\mathrm{.}65$

Minimum cement content $=290k\frac{g}{m^3}$

Past compression result or production data is not available