The presence of fibres restricts the growth of creep and shrinkage strains and hence, the skin around the rebar in concrete has better resistance against pullout. Therefore, the bond strength increases by the fibre addition. The contribution of waste plastic fibres towards the bond strength characteristics of FRC is investigated in the present study. A total of 27 specimens were cast to study the variation in bond resistance due to variation in percentage of plastic fibres for the pre-fixed aspect ratio with centrally placed medium tensile steel bar as reinforcement. A definite increase in the interfacial force at the surface of reinforcing bar is observed, due to use of fibre reinforced concrete replacing ordinary concrete. The contribution of fibres in increasing the interfacial forces is evaluated in terms of increase over plain concrete.