In graduate thesis proceedings, results and ascertainments of determination of the vertical displacements of St. Benedikt church in Kančevci are presented. For the purpose of monitoring vertical stability of St. Benedikt church in Kančevci, 19 benchmarks on the church and surrounding buildings were established. Within the graduation thesis we preformed zero and first measurement of the local levelling network. On the basis of the measurements and processing of the measured values – height differences between points, we analyzed the assessment of the accuracy of the measurements. On the basis of adjusted heights of the benchmarks and the assessment of the accuracy of adjusted heights, stable benchmarks and vertical displacements of St. Benedikt church in Kančevci were determined.
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