Q$5)$ For the project below, draw the precedence diagrarn and, calculate the normal, least cost, and crash durations. Calculate the cost associated with each duration. Indirect $($overhead$)$ costs are $$120$ per day. Note: Use ti the Activity Predecessor Activity Normal Time $($day$)$ Crash Time $($day$)$ the t Normal Cost E $1000($ID$)$ guide in solo lution. Crash Cost $1000($ID$)$ Time Difference Cost Difference $1000($ID$)$ Slope $($ID$/$Day$)*100035080012009201400$ D$.16464556007005005007001000300420$ TABLE SAMPLE: Cycle Act. Shor. be Shor. Days Shor. S$/$Day S$/$Cycle Project Duration Direct cost Indirect cost Total Cost Kasim Alomari, PhD$.$ Examiner Dr$.$ Jawad Kadhim Thajeel Head of Civil Engincering D $2-2$