In present the construction cost as lack of sand is enhancing day by day in order to counteract this problem, sand is partially replace in form of plastic wastes material. Plastic waste is recycled in form of the production of new material which may be used as optional component in concrete & is one of the best ways for discarding of plastic waste. Also these techniques proved to be highly cost effective than ordinary method. The objective of this dissertation is to utilize plastic waste as an optional replacement (0%, 10%, 20%, 40% & 60 %) of innate river sand and test it for compressive strength, tensile strength, flexure strength and sustainability.
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