This experimental study discuss the fresh and hardened properties of an eco-friendly fiber reinforced self-consolidated concrete (FRSCC). In this research 10% of cement was replaced by natural zeolite (NZ), and polyolefin fiber in different volumetric contents (0.25, 0.5, 0.75, 1, and 1.25 percent) were utilized to improve the hardened properties of concrete. Twelve concrete mixtures with two different water to binder ratios of 0.33 and 0.38 were cast. Workability and viscosity of the modified FRSCC were explored by T50, V-Funnel and L-Box flow tests. The hardened concrete properties were assessed by compressive and splitting tensile tests. The results indicated a significant drop in workability characteristics by using over 1% polyolefin fiber. In terms of hardened concrete properties maximum compressive and tensile strength both obtained by FRSCC containing 0.5 percent polyolefin fiber with water to binder ratio of 0.33.