With the improvement and modernization of societies, a lot of production activities are seen everywhere. These construction activities are increasing at a faster charge by way of large quantity. Also, the destruction of present structures, which have reached their provider lifestyles, runs parallel to the construction sports. It isn't crucial that the structures need to be demolished most effective after they have completed their carrier lifestyles, however also due to exchange in style and the ongoing trend of reconstruction of even healthful structures just for developing the greater area on the way to meet the prevailing demand. All such sports are producing waste in bulk, and this waste is called the Construction and Demolition (C&D) waste. Disposal of such C&D waste in a sustainable manner is a difficult nut to crack for the developers, developers, and owners. While the disposal of C&D waste is an undertaking, on the other hand, there is a severe shortage of obviously to be had aggregates for production of systems. Reduction of this call for in a small way is feasible with the recycling or reusing of creation and demolition waste generated from the development of sports. Hence, the recycling of demolished waste is a sustainable solution for C& D waste. The recycled concrete mixture has restricted utility as fill and subgrade fabric below the basis of systems, pavement, and many others. Those packages are non-structural applications. However, research has been ongoing all around the globe mainly in Japan, China, European nations and a few a part of India also, from final 50 years so one can find the ability implement of recycled aggregates as a structural grade concrete. The studies work on “A Study on Development of Steel Fiber Concrete made with RAC” is offered right here and is one such try to establish the RAC as a structural grade concrete. These studies work awareness on especially four structural properties of concrete i.E. Compressive Strength, Split Tensile Strength, and Durability. In this gift look at the experimental element is split into two exclusive series viz. Series-A (without fibers concrete blend) and Series-B (1% with the aid of extent Steel fibers in the concrete mix). The natural coarse aggregates are changed with Recycled coarse aggregates at one-of-a-kind substitute ratios. Four substitute ratios are considered in this gift take a look at zero% (manage specimens), 25%, 50% and a hundred%.