This document provides guidelines for mix design of self-compacting concrete according to IS 10262:2019. Key points include: 1) Self-compacting concrete mixes have a lower coarse aggregate content, higher paste content, and lower water-to-powder ratio between 0.85 to 1.10 by volume to ensure flowability and strength. 2) Typical mix constituents include a powder content below 0.125mm of 400-600 kg/m3 including fine aggregate and fly ash, and a fine aggregate content of 48-60% of total aggregate. 3) Mixes are classified based on slump flow, V-funnel flow time, and segregation resistance for different applications such