Abstract: Nowadays due to the construction boom demand for this material increasing day by day for construction activities worldwide, for rapid growth in infrastructure, consumption of natural sand is increased which lead to the continuous extraction of natural sand from the river bed. Due to these adverse effects, different states have imposed bans on the natural extraction of sand. The portion of the ash that escapes the chimney is referred to as fly ash (80%), and the clinkers that fall under their weight in the bottom hopper is termed as bottom ash (20%) which is cooled by water washing and is termed as Washed Bottom Ash (WBA). The most effective pozzolanic substance for use in concrete is metakaolin, a kind of pozzolana. it is known that the eggshell is mainly has the composition of compounds of calcium. Eggshells are composed of 93.70% calcium carbonate (in calcium), 4.20% of it is organic matter, 1.30% is magnesium carbonate, and 0.8% of it is calcium phosphate. The partial replacement of aggregates is need for the future generation of concrete structures for the environment supportable. The depletion of the natural resources gets exhausted. We have think over the alternate replacement of the materials. In present work the partial replacement of the metakaolin, Esp with the Cement and the fine aggregates is partially replaced by the WBA. Optimum value of strength in compression, split tensile and flexure came at MK,ESP12%WBA35% replacement of the TWA with the Cement and the fine aggregates is partially replaced by the WBA. The workability of mixture increases and after that there is decrease in the workability of the concrete when we increase the percentage of MK,ESP and WBA. A series of experiment were carried out to measure the compressive strength, split tensile strength and flexural strength of the concrete. The results showed that the compressive strength, split tensile strength and flexural strength increases with the adding of the MK,ESP and WBA in concrete