Concrete, a composite material that breaks down in strain and also impacted in scaling and breaking. It is related to plastic solidified states and associated with drying shrinkage. Around the world, a lot of research is now being conducted regarding the upkeep and reinforcement of supported substantial folks through the use of fiber overlays and sheets. The use of fiber-supported polymer (FRP) is a very attractive way to repair and strengthen structures that have inherently weakened with time. FRP fix frame- works give a monetarily feasible option in contrast to conventional fix framework and materials. In this paper Experimental examinations done on the conduct of the substantial reinforced utilizing irregular hacked glass fiber are done with sub- stantial blend of two unique length of glass fiber (6 and 12 mm) at different rate (0, 0.75, 1.25 and 1.75%) amount of expansion by the complete load of cement, Sisal fiber of varying lengths 6 mm are used to obtain varying com- posite mix. The three different volumetric percentage of 0.6, 0.8 and 1.0% sisal fiber are used in concrete mixture, Woven Roving Mat of Glass Fiber and the 380 GSM Bidirectional Sisal Fiber is used for the Experimental Study. Trial information on load for pressure, pliable and flexural tests have been completed along with its strength variation, Tests for compressive, tensile, and flexural strength were conducted to examine variations in strength and assess the impact of fiber reinforcement.