Can you do that?

Instructions:

1-Closed Polygon Calculation will be made on the Polygon Calculation Chart and will be delivered with the chart completed. will be done. 2- Outbound and return leveling operations, error calculations, controls and corrected values will be displayed together in the leveling summary chart.

\begin{tabular}{|l|l|r|r|} \hline standing point & paint of vies & I. Status(grad & II. Status(g) \\ \hline \multirow{2}{*}{ P.101 } & P.104 & 100.244 & 300.248 \\ \cline { 2 - 4 } & P.102 & 390.611 & 190.609 \\ \hline \multirow{2}{*}{ P.102 } & P.101 & 53.142 & 253.148 \\ \cline { 2 - 4 } & P.103 & 333.524 & 133.530 \\ \hline \multirow{2}{*}{ P.103 } & P.104 & 47.861 & 247.863 \\ \cline { 2 - 4 } & P.102 & 94.106 & 294.112 \\ \hline \multirow{2}{*}{ P.104 } & P.103 & 96.348 & 296.350 \\ \cline { 2 - 4 } & P.101 & 371.842 & 171.842 \\ \hline \end{tabular} \begin{tabular}{|c|c|c|c|} \hline \multicolumn{4}{|c|}{ Edge measurements } \\ \hline \multirow{2}{*}{ Start } & \multirow{2}{*}{ End } & \multicolumn{2}{|c|}{ Ii } \\ \cline { 3 - 4 } & & Departure & Return \\ \hline 101 & 102 & 54.35 & 54.37 \\ \hline 102 & 103 & 68.97 & 68.95 \\ \hline 103 & 104 & 90.95 & 90.97 \\ \hline 104 & 101 & 19.37 & 19.39 \\ \hline \end{tabular} \begin{tabular}{|c|c|c|c|c|} \hline \multirow[b]{2}{*}{ Points } & \multicolumn{2}{|c|}{ Travel leveling } & \multicolumn{2}{|c|}{ Rotation leveling } \\ \hline & \begin{tabular}{l} Qhi \\ (m) \end{tabular} & \begin{tabular}{c} II \\ (m) \end{tabular} & \begin{tabular}{l} hi \\ (m) \end{tabular} & \begin{tabular}{c} II \\ (m) \end{tabular} \\ \hline P. 101 & \multirow[b]{2}{*}{-1.524} & \multirow[b]{2}{*}{54.80} & \multirow[b]{2}{*}{1.523} & \multirow[b]{2}{*}{54.00} \\ \hline \multirow{3}{*}{ P. 102} & & & & \\ \hline & \multirow[b]{2}{*}{1.173} & \multirow[b]{2}{*}{47.30} & \multirow[b]{2}{*}{-1.175} & \multirow[b]{2}{*}{47.10} \\ \hline & & & & \\ \hline \multirow[t]{2}{*}{ P. 103} & & & \multirow[b]{2}{*}{0.988} & \\ \hline & -0.986 & 33.60 & & 33.90 \\ \hline \multirow[t]{2}{*}{ P. 104} & & \multirow{3}{*}{48.10} & \multirow{3}{*}{-1.336} & \multirow{3}{*}{48.30} \\ \hline & \multirow[t]{2}{*}{1.337} & & & \\ \hline \multirow[t]{2}{*}{ P. 101} & & & & \\ \hline & & & & \\ \hline \end{tabular} \begin{tabular}{|c|c|c|c|} \hline & & Clearance & \\ \hline \multicolumn{2}{|c|}{ P101 } & angle & \\ \hlineY(m) & x(m) & \begin{tabular}{r} t101. \\ 102(gn) \end{tabular} & H101(m) \\ \hline 985,958 & 950,121 & 21,999 & 107,181 \\ \hline \end{tabular} Error limits FB=1.5cnFQ[m]=0.05+0.15S[km]FL[m]=0.05+0.04n1