Three mutually exclusive earth-moving pieces of equipment are being considered for several large building projects in India over the next five years. The estimated cash flows for each alternative are given below. The construction company's MARR is 18% per year. Which of the three alternatives, if any, should be adopted? Assume repeatability is appropriate for this comparison. Click the icon to view the interest and annuity table for discrete compounding when i=18% per year. The AW of the Caterpillar is $ (Round to the nearest dollar.) \begin{tabular}{|c|c|c|c|c|c|c|} \hline & \begin{tabular}{l} Alliounit \\ Factor \end{tabular} & \begin{tabular}{c} Presenti \\ Worth Factor \end{tabular} & \begin{tabular}{l} Amrounit \\ Factor \end{tabular} & \begin{tabular}{c} PIesenti \\ Worth Factor \end{tabular} & \begin{tabular}{l} Fund \\ Factor \end{tabular} & \begin{tabular}{l} Recovery \\ Factor \end{tabular} \\ \hlineN & \begin{tabular}{c} To Find F \\ Given P \\ F/P \end{tabular} & \begin{tabular}{c} To Find P \\ Given F \\ P/F \end{tabular} & \begin{tabular}{c} To Find F \\ Given A \\ F/A \end{tabular} & \begin{tabular}{c} To Find P \\ Given A \\ P/A \end{tabular} & \begin{tabular}{c} To Find A \\ Given F \\ A/F \end{tabular} & \begin{tabular}{c} To Find A \\ Given P \\ A/P \end{tabular} \\ \hline 1 & 1.1800 & 0.8475 & 1.0000 & 0.8475 & 1.0000 & 1.1800 \\ \hline 2 & 1.3924 & 0.7182 & 2.1800 & 1.5656 & 0.4587 & 0.6387 \\ \hline 3 & 1.6430 & 0.6086 & 3.5724 & 2.1743 & 0.2799 & 0.4599 \\ \hline 4 & 1.9388 & 0.5158 & 5.2154 & 2.6901 & 0.1917 & 0.3717 \\ \hline 5 & 2.2878 & 0.4371 & 7.1542 & 3.1272 & 0.1398 & 0.3198 \\ \hline 6 & 2.6996 & 0.3704 & 9.4420 & 3.4976 & 0.1059 & 0.2859 \\ \hline 7 & 3.1855 & 0.3139 & 12.1415 & 3.8115 & 0.0824 & 0.2624 \\ \hline 8 & 3.7589 & 0.2660 & 15.3270 & 4.0776 & 0.0652 & 0.2452 \\ \hline 9 & 4.4355 & 0.2255 & 19.0859 & 4.3030 & 0.0524 & 0.2324 \\ \hline 10 & 5.2338 & 0.1911 & 23.5213 & 4.4941 & 0.0425 & 0.2225 \\ \hline 11 & 6.1759 & 0.1619 & 28.7551 & 4.6560 & 0.0348 & 0.2148 \\ \hline 12 & 7.2876 & 0.1372 & 34.9311 & 4.7932 & 0.0286 & 0.2086 \\ \hline 13 & 8.5994 & 0.1163 & 42.2187 & 4.9095 & 0.0237 & 0.2037 \\ \hline 14 & 10.1472 & 0.0985 & 50.8180 & 5.0081 & 0.0197 & 0.1997 \\ \hline 15 & 11.9737 & 0.0835 & 60.9653 & 5.0916 & 0.0164 & 0.1964 \\ \hline \end{tabular}