The study explored the durability performance of lime and fine aggregate stabilized alluvial soil blocks. A locally available alluvial soil was collected and tested in the laboratory for its geotechnical properties. The soil was then stabilized using lime and fine aggregate of various combinations. The blocks were tested for their compressive strength. The investigation revealed that lime-fine aggregate stabilization was capable of producing stabilized blocks meeting the standard requirements of Indian codes in terms of compressive strength. According to BIS (IS 1725_1982), The results revealed that our all proportions satisfying CLASS 30. CSEB materials must be easily available and be renewable. The production costs of CSEB are less as compared with flamed bricks, so this problem would be solved by this. The CSEB need less energy than the flamed bricks, and the emission of the carbon dioxide to the atmosphere is 85 % less than that of the flamed bricks.

Keywords : BIS, Alluvila, CSEB, Reveled