Go for MIX DESIGN of concrete where based on strength criteria you can select the grade of cement accordingly. I feel using OPC you can introduce fillers which could be flyash/GGBS etc which will help in reducing Cement content and increase workability using the micro fines like flyash/GGBS etc. This mix helps in increasing durability of concrete at the same time making concrete more COST EFFECTIVE.
All other areas apart from concrete you should use PPC for all FINISHING ITEMS as its more crack resistant and durable as HEAT OF HYDRATION is minimal in PPC.
Wherever you have sulfates etc in soil then use of SRC is advisable. So there is no thumb rule for use of cement.
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