This paper describes the comparative experimental data on the mechanical properties of polypropylene and basalt fibre
reinforced self healing concrete. In that compression, split tensile and flexure parameters 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% by volume
fraction. The experimental data demonstrated polypropylene 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
