A new project will be scheduled based on the information given in Table 1. The following activities of the new project are listed with normal time, crash time and the corresponding costs. Activity Precedent Activity Cost Slope (RM day) - (A) (B) (C) A B D E F G H I J A B B D B F C, E, G H I Normal Time (days) 5 10 15 14 12 8 10 4 14 5 Crash Time (days) 4 6 15 14 9 7 7 3 9 5 Normal Crash Cost Cost (RM) (RM) 40,000 42,000 120.000 200.000 62,000 62,000 90,000 90,000 80,000 90,500 70,000 78,000 93,000 123,000 42,000 44,000 210,000 220,000 31.000 31,000 -- (E) (F) (H) (1) Table 1 Determine the shortest possible duration to complete this project, and then compute the new project cost by modifying the AON diagram constructed. Note: You will have to un-crash some suitable activities to determine the least project cost. Calculate the new total cost of the project if there is an indirect cost of RM 4,000 per day. The new total cost is RM A new project will be scheduled based on the information given in Table 1. The following activities of the new project are listed with normal time, crash time and the corresponding costs. Activity Precedent Activity Cost Slope (RM day) - (A) (B) (C) A B D E F G H I J A B B D B F C, E, G H I Normal Time (days) 5 10 15 14 12 8 10 4 14 5 Crash Time (days) 4 6 15 14 9 7 7 3 9 5 Normal Crash Cost Cost (RM) (RM) 40,000 42,000 120.000 200.000 62,000 62,000 90,000 90,000 80,000 90,500 70,000 78,000 93,000 123,000 42,000 44,000 210,000 220,000 31.000 31,000 -- (E) (F) (H) (1) Table 1 Determine the shortest possible duration to complete this project, and then compute the new project cost by modifying the AON diagram constructed. Note: You will have to un-crash some suitable activities to determine the least project cost. Calculate the new total cost of the project if there is an indirect cost of RM 4,000 per day. The new total cost is RM