control. The contractors plan to procure the required soil from two different sites, as quoted below. Calculate the total cost $($haulage and placement$)$ of the bids to verify the contractors' calculations. control. The contractors plan to procure the required soil from two different sites, as quoted below. Calculate the total cost $($haulage and placement$)$ of the bids to verify the contractors' calculations.

Company A

Distance from borrow pit to embankment: $28$ miles

Cost of haul $(\frac{\text{\$}}{y}d3-$mile

Cost of fill material $(\frac{\text{\$}}{y}d3)$:$2\mathrm{.}00$

Borrow soil moisture content: $13\%$

Specific gravity of solids: $2\mathrm{.}70$

Degree of saturation: $70\%$

Company B

Distance from borrow pit to embankment: $35$ miles

Cost of haul $(\frac{\text{\$}}{y}d3-$mile

Cost of fill material $(\frac{\text{\$}}{y}d3)$: $2\mathrm{.}40$

Borrow soil moisture content: $12\%$

Specific gravity of solids: $2\mathrm{.}71$

Degree of saturation: $60\%$

The total cost $($haulage and placement$)$ for company A $($million $$)$

The total cost $($haulage and placement$)$ for company B $($million $$)$

Company A

Distance from borrow pit to embankment: $28$ miles

Cost of haul $(\frac{\text{\$}}{y}d3-$mile

Cost of fill material $(\frac{\text{\$}}{y}d3)$:$2\mathrm{.}00$

Borrow soil moisture content: $13\%$

Specific gravity of solids: $2\mathrm{.}70$

Degree of saturation: $70\%$

Company B

Distance from borrow pit to embankment: $35$ miles

Cost of haul $(\frac{\text{\$}}{y}d3-$mile

Cost of fill material $(\frac{\text{\$}}{y}d3)$: $2\mathrm{.}40$

Borrow soil moisture content: $12\%$

Specific gravity of solids: $2\mathrm{.}71$

Degree of saturation: $60\%$

The total cost $($haulage and placement$)$ for company A $($million $$)$

The total cost $($haulage and placement$)$ for company B $($million $$)$