Use the information contained below to compress one time unit per move using the least cost method. Assume the total indirect cost for the project is $2,000 and there is a savings of $100 per time unit reduced. Calculate the total direct, indirect, and project costs for each duration. What is the optimum cost-time schedule for the project? What are the all the paths? Crash Cost (Slope) Maximum Crash Time Normal Normal Time Cost Act. 200 50 1000 200 SOO 200 1000 o - - - NN-o 100 800 40 1000 40 1000 200 Project duration 20 Direct cost 6,000 Indirect cost 2,000 Total cost 8,000