The Solo - Yogyakarta - NYIA Kulon Progo Toll Road is one of the projects that aims to improve road network connectivity between Central Java and Yogyakarta. Liquefaction occurred in Yogyakarta after the 2006 earthquake, characterized by sand boiling and lateral spreading. This research was conducted to analyze the potential of liquefaction and evaluate the impacts that occur after liquefaction. The analysis of liquefaction potential uses the method developed by Idriss and Boulanger (2008), the maximum peak ground acceleration value using the earthquake return period of 100 years, 250 years, 1000 years, 2500 years, 5000 years, and 10000 years. Post-liquefaction analyses were conducted by calculating ground settlement developed by Yoshimine et al. (2006) and lateral displacement designed by Zhang (2004). The effect of liquefaction on bored pile foundations was assessed by comparing conditions without liquefaction and with liquefaction. The analysis showed 13 potential liquefaction borehole points with low - high liquefaction susceptibility levels. Post-liquefaction analysis shows that liquefaction can cause 0 cm - 27.32 cm settlement and lateral displacement of 0 cm - 199.24 cm.