Example 2-1. The demand: 50,000 yd3 of mixed-asphalt-paving material during four months (17 weeks of 5 days/week) Cost Factor | Site A | Site B | Average hauling distance | 4 miles | 3 miles | Monthly rental of the site | $2,000 | $7,000 | Cost to set up and remove equipment | $15,000 | $50,000 | Hauling expense | $2.75/yd3-mile | $2.75/yd3-mile | Flagperson | Not required | $150/day | Questions: - Which site has the lowest total cost?
- For the site chosen, when will the contractor start having a breakeven (e.g. after delivering a certain amount of material)?
- What would be the breakeven amount for the unit price equals to $15, $11.5, and $10?
Solution You are encouraged to replicate the approach presented here to solve the question. As we discussed in class, write down every detail will help you think and prevent unintentional mistake. Part 1. Total cost = Fixed cost + Variable cost For site A, Variable cost (hauling cost) = unit produced * unit cost = ____________________,. yd3 * ( _____________________ miles * $ _____________________ / yd3-mile) = $ _____________________ . Do replace the comma symble of thousands with a space, e.g. "10 000" instead of "10,000". Fixed cost = rent + setup + flagperson = $ _____________________ /month * _____________________ months + $ _____________________ + $ ___________________ = $ _____________________ So site As total cost = $ _____________________ In the same token, for site B, Variable cost = _____________________ yd3 * ( _____________________ * $ _____________________ /yd3-mile ) = $ _____________________ Fixed cost = rent + setup + flagperson = $ _____________________ /month * _____________________. months + $ _____________________ + $ _____________________ /day * _____________________ days/week * _____________________ weeks = $ _____________________ + $ _____________________+ $ ______________________ = $ _____________________ So site Bs total cost = $ _____________________ <= The contractor will chose site B due to its lower cost. |