Following points part of the answer to the question :
- IS 456 and IS 1343 are the code of practice you can use.
- The method of proportions aggregates for concrete is part design mix process.
- Size and Grading impacts the design mix greatly.
- larger the size of aggregate smaller is the cement requirement for a given W/C ratio
- Compressive strength of the mix tends to increase with decrease in aggregate size.
- perform gradation tests using sieves. Coarse aggregates should conform to table 2 of IS 383 and Fine aggregate should conform to Zone 1 of IS 383
There is ACI method available for the same exercise ACI 211.1is the code you can use.
Hope this helps.