The purpose of this project is comparative study on high strength hybrid fiber reinforced concrete. Hybrid fiber reinforced concrete with different proportions was tested for compressive strength, split tensile and flexural strength for M40 grade of concrete. Normal concrete, M40 grade was taken as control. With the same grade of concrete hybrid fiber reinforced cubes, flexural beams specimens were cast in different volume proportions viz., 0.0%,0.5%, 1.0%, 1.5% and 3.0 % and the same were examined for compressive strength, flexural strength. Experiments were conducted to study the effect of crimped steel fiber and polypropylene fiber in different proportions in hardened concrete. Physical and chemical properties of steel fibers and polypropylene have been studied. A concrete mix has been designed to achieve the grade of M40 as required by IS 10262-2009.The investigation contains two phases. The phase one contains to study and determine the properties of the material. In the phase two contains to determine the Compressive Strength, Split Tensile Strength and Flexural Strength of the concrete All the specimens were cured for the period of 7, 14 and 28 days before testing and results are furnished here based on their strength