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This paper sums up the examination work on the properties of Rice Husk Debris (RHA) when utilized as halfway substitution for Common Portland Concrete (OPC) in concrete. OPC was supplanted with RHA by weight at 0%, 5%, 7.5%, 10%, 15% and 20%. 0% substitution filled in as the control. Droop cone test was done on new cement while Compressive Strength test was completed on solidified 150mm substantial shapes following 7, 14 and 28 days relieving in water. The outcomes uncovered that the rut cone expanded as the rate supplanting of OPC with RHA expanded. The compressive and elasticity of the solidified cement additionally increment with expanding OPC supplanting with RHA. It is suggested that further examinations be completed to accumulate more realities about the appropriateness of halfway supplanting of OPC with RHA in concrete. Watchwords: Concrete, Rice Husk, droop cone test, Compressive strength, rigidity.