Project on Concrete Mix Design for various grades of Concrete
for M50 grade without using flyash the quantity required for 1 m3 is as per excel sheet attached
( excel sheet made by myself only and not copied from anywhere please consider it as its not like college submission)
| Material name | Quantity | Unit |
| Cement ............................. | 451.56 | kg |
| Fine Aggregate …................ | 828.67 | kg |
| Coarse Aggregate 20mm ….. | 675.45 | kg |
| Coarse Aggregate 10mm ..... | 450.30 | kg |
| Water …............................. | 150.87 | Litre |
| chemical Admixture …......... | 9.03 | kg |
| Slump …........................... | 100.00 | mm |
| W/C ratio …....................... | 0.30 | - |
for m35 grade of concrete with using flyash the quantity required for 1 m3 is as per excel sheet attached
| Material name | Quantity | Unit |
| Cement …............................ | 307.96 | kg |
| flyash…................................... | 131.98 | kg |
| Fine Aggregate ….................... | 755.54 | kg |
| Coarse Aggregate 20mm …....... | 688.55 | kg |
| Coarse Aggregate 10mm …....... | 459.03 | kg |
| Water …................................. | 113.24 | ltr |
| chemical Admixture ….............. | 8.80 | kg |
| Slump …................................. | 100.00 | mm |
| W/C ratio …............................. | 0.32 | - |