This paper describes the comparative experimentaldata on the mechanical properties of polypropylene and basaltfibre reinforced self healing concrete. In that compression, split tensile and flexureparameters are studied. Polypropylene and basalt fibre, both with same concrete mix M25 grade. The total dosage of fibre are maintained at 0.3%, 0.4% and 0.5% byvolume fraction. The experimental data demonstratedpolypropylene and basalt fibres reinforced concrete to be stronger in compression, tensile and flexure in early stages. This paper also presents the increase in compressive strength of fibre reinforced concrete by microbial activity of bacteria, Bacillus subtilis.Bacteria were introduced in concrete by encapsulation method. In all the techniques calcium lactate were used as organic precursor. Specimens were made by bacteria mixed with fibre reinforced concrete to compare the changes in compressive strength of concrete.
