In this study the flexural performance of the over reinforced beam with hybrid fibers and GGBS has been exptl. investigated.Concrete is generally brittle material and it fails in brittle nature which is a major drawback in the over reinforced section.The brittle nature of the concrete can be changed by addition of fibers, proper confinement and addition of certain admixturesAlong with the confinement, Steel fiber, Glass fiber and GGBS were used in this study.Four different volume fractions (0.5%, 1.0%, 1.5%, and 2%) of hybrid fiber with 20% GGBS (as a replacement of cement) were used in this investigation.A total of 13 numbers of beams of size 120 mm × 200 mm × 2100 mm was casted.The load deflection curve, ductility index, moment curvature and flexural rigidity were investigated in this study.The overall flexural performance of the over reinforced beams has been increased by having the confinement, addition of fibers and with the presence of GGBS.