C Construction growth is currently advancing in Indonesia, one of the most important parts of construction development is the foundation. The foundation is located below the ground surface which functions as a retainer and distribution of the load, from the construction that is above ground level. Foundations are below the soil surface with different types and consistency of soils. Because of the differences in soil conditions, types, and consistency, the foundation construction needs to be calculated properly to ensure stability in holding the load, both the load of the foundation itself and the load of the building on it, besides that it must also be able to withstand external forces such as wind pressure and earthquakes. The amount of load capacity received and held by the foundation is called the bearing capacity. The analysis of the calculation of the carrying capacity in this study, using NSPT data with table correlations to obtain soil parameter values and also using the WIKA brochure pile specifications. There are two types of foundation bearing capacity calculations, that is axial bearing capacity and lateral bearing capacity. One of the methods for calculating the axial bearing capacity is the Meyerhoff method. While the method of calculating the lateral bearing capacity used is the Brom method, the Evans and Duncan method, and the L-Pile program. The analytical results carried out in this study using the Broms method resulted in a lateral bearing capacity value of 115 kN, a deflection value of 15 mm, and a pile rotation value of 0.00268. In the Evans and Duncan method, it produces a lateral bearing capacity of 110 kN with the assumption of a deflection of 12 mm and a moment value of 848.4 kN. And by using the L-pile program, the results are in the form of graphs of shear force, deflection, and bending moment, with a shear force value of 115 kN, a deflection value of 8.9 mm and a bending moment of 136.43 kN.