The present study has investigated the properties of concrete with copper slag replacing fine aggregate and ceramic waste tiles replacing coarse aggregate. In this project control concrete is casted for M25 grade and partial replacement of fine aggregate by copper slag in range of 10%, 20%, 30% by weight of fine aggregate and the coarse aggregate by ceramic waste tiles replacement in 10% by weight of coarse aggregate. Totally 36-cubes, 24-Cylinders, 24-beams were casted and tested for compression, Flexural strength, Split tension, at 7, 14, 28 days curing of concrete. The obtained results are compared with M25 grade conventional concrete.