Chapter 9 Reducing Project Durarion 327 7. 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, an graph. What is the optimum cost-time schedule for the project? Note: The correct normal project duration and total direct cost are provi ded. Normal Cost 200 1000 800 1000 800 1000 1000 200 Normal Time Act. Crash Cost (Slope)Maximum Crash Time 50 200 200 100 40 40 Project duration 20 HDirect cost 6,000 Indirect cost 2000 Total cost8000