Problem # $3(6\%,$ ILOs: $1)$It is required as fill material $1000$ m$\text{'}$ of compacted soil at void ratio $($e$)=0\mathrm{.}6.$ Two sites are available to providefill materials as follows:Make necessary calculations to select the site which will give lower cost. Assume Gs to be the same for both sites.

Site no Void ratio Cost $$/$m$3$

A $0\mathrm{.}85$

B $1\mathrm{.}1$