The experimental investigation has been conducted on hybrid fibre reinforced concrete (combine of hooked end polyolefin & steel fibre ) get a volume of aggregate fibre 0.6%, 1.1% and 1.3% were readied Workability conditions like blending, compaction & curing conditions. To adding of uniformly dispersed fibre to concrete will give fitness to the structure and improve its dynamic, static properties. The cylinder dimensions is 150mmX300mm.The experiment result shows that the concrete strength of steel fibre with an addition of decrease to PCC. The Young’s Modulus of samples increases with the amounts of steel fibers in the concrete mix. The form of concrete in which fibres are added is called as FRC. The addition extra than one or two fibres in the concrete is Called as HFRC. Fibres can be used in tension members in the structures because the structure will be strongest in compression and weakest in tension members. Here Steel fibre & polyolefin fibre are used as Hybrid fibres in HFRC. A trial was directed out to ponder the impacts of steel fiber and polyolefin fibre in various extents in concrete. Compressive strength tests were conducted to know the properties of hardened concrete. The experiment also aimed to study the capacity of BA as a fine aggregate in concreting mix. Bottom ash is a scrap material available in industries like thermal power plants. Fiber expansion supposedly enhanced an expansion in compressive quality and ductility respectively. The fine aggregate is replaced by 15% of bottom ash. The Final Results of this experiment showing the percentage of hybrid fibres it a maximum performance of the concrete. Adding of HF generally energy absorbing an increases value of strength. The Young’s modulus of concrete is a very critical factor in the concrete to elastically deform. The whole laboratory experiments were conducted in Malla Reddy Institute Of Technology at CT&HM laboratory, Maisammaguda, Hyderabad.