Normal Time Normal Cost Note: The correct normal project duration and total direct costs are provided. Activity Crash Cost (Slope) Maximum Crash Time A 0 B 100 1 2 100 3 200 40 1 5 200 D 60 2 3 200 E 20 2 5 200 Pag 3 F 40 1 4 150 G 0 2 150 B D 3 3 E G 2x 5 2x F 5 4 Project duration: 14 Total direct cost: R1200 Given the information above for the project, you are required to: Using the table provided below as the template, compress the project, calculate the total direct, indirect, and the project cost for each duration. What is the optimum cost time schedule for the project? What is the cost? (14) Crashing Step 1 2 3 Number of days crashed 0 days 1 day 3 days Paths and Duration 2 days 1. 2 3 None Activity Crashed (Reduced) Crash Cost (Slope) 0 Direct Cost 1200 700 Indirect Cost Total Project Cost 1900 Pag 3.3. You are the project manager of your company's new expansion project in the Northern Cape province of South Africa. In week eight (8) you have the following project information available to you: earned value (EV) is R1300, an actual cost (AC) is R1 400, and a planned 4 value (PV) is R1 220. Use the information to compute the schedule variance (SV), cost variance (CV) cost performance index (CPI). schedule performance index (SPI), and based on the CPI, what is the status of the project