Concrete is the most extensively used construction material in the world. The main ingredient of conventional concrete is Portland cement. However, the conventional concrete is of low compressive strength, split tensile strength, flexural strength. In current research is going to carry out the test on latex modified steel fiber reinforced concrete. According to various research papers, it has been found that steel fiber gives maximum strength as compare to other fiber. Hence, steel fiber(straight) of two different percentage i.e 0.5% and 1% with incorporation of styrene butadiene rubber(SBR) latex polymer in concrete modified with a percentage 10% of M25 grade, two different mix proportion is cast. The comparison between conventional concrete and HPFRC were found out by different test above. The various parameter s like load carrying capacity, ductility character, and stress-strain variation has to be analyzed.