This paper discusses and compares the capacities of Micropiles in case of casting with concrete and with grout. A Geotechnical investigation was made at the studied area and the corresponding soil parameters were deduced. Then an experimental works were done for number of Micropiles which were constructed and tested with different mixes like normal concrete and then with cement grout. Capacities of Micropiles were found in cases of casting with normal concrete and with cement grout. Through the results which are discussed and compared with each other, it was deduced that the capacity of Micropile that was casting with cement grout is greater than that of casting with concrete.