$($b$)$ Cross section end areas for a proposed road project are given in the Table below. Compute volumes of cut and fill for each station from $821+00$ to $822+50.$ It is estimated that the material will shrink by $12\%.$ Using the End Areas method $($for determination of end cross sectional areas$),$ determine the excess cut or fill that will be there?

$(10$ Marks$)$

$\backslash$table$[[$Chainage $($Station$),$End Area $($Fill$)$ in $m^2,$End Area $($Cut$)$ in $m^2$