In: Operations Management
R. C. Coleman
R. C. Coleman distributes a variety of food products that are sold through grocery store and supermarket outlets. The company receives orders directly from the individual outlets, with a typical order requesting the delivery of several cases of anywhere from 20 to 50 different products. Under the company's current warehouse operation, warehouse clerks dispatch order-picking personnel to fill each order and have the goods moved to the warehouse shipping area. Because of the high labor costs and relatively low productivity of hand order picking, management has decided to automate the warehouse operation by installing a computer-controlled order picking system, along with a conveyor system for moving goods from storage to the warehouse shipping area.
R. C. Coleman's director of material management has been named the project manager in charge of the automated warehouse system. After consulting with members of the engineering staff and warehouse management personnel, the director compiled a list of activities associated with the project. The optimistic, most likely, and pessimistic times (in weeks) have also been provided for each activity.
Activity |
Description |
Predecessor |
Time (weeks) |
||
Optimistic a |
Most Likely m |
Pessimistic b |
|||
a b c d e f g h i j k |
Determine Equipment needs Obtain vendor proposals Select vendor Order system Design new warehouse layout Design warehouse Design computer interface Interface computer Install system Train system operators Test system |
─ ─ A, B C C E C D, F, G D, F H I, J |
4 6 2 8 7 4 4 4 4 3 2 |
6 8 4 10 10 6 6 6 6 4 4 |
8 16 6 24 13 8 20 8 14 5 6 |
Develop a report that presents the activity schedule and expected project completion time for the warehouse expansion project. Include a project network in the report. In addition, take into consideration the following issues:
Activity |
Crashed Activity Time (weeks) |
Normal Cost ($) |
Crashed Cost ($) |
|
b c d e f g h i j k |
4 7 2 8 7 4 5 4 4 3 3 |
1,000 1,000 1,500 2,000 5,000 3,000 8,000 5,000 10,000 4,000 5,000 |
1,900 1,800 2,700 3,200 8,000 4,100 10,250 6,400 12,400 4,400 5,500 |
|
The network diagram:
Activity |
Optimistic |
most probable |
pessimist |
A |
4 |
6 |
8 |
B |
6 |
8 |
16 |
C |
2 |
4 |
6 |
D |
8 |
10 |
24 |
E |
7 |
10 |
13 |
F |
4 |
6 |
8 |
G |
4 |
6 |
20 |
H |
4 |
6 |
8 |
I |
4 |
6 |
14 |
J |
3 |
4 |
5 |
K |
2 |
4 |
6 |
Expected time = (a+4m+b)/6
Variance = [(b-a)/6]2
Let's derive expected time and variance for each activity as follows:
Expected time of activity A = (4+4*6 + 8)/6 = 36/6 = 6
Variance of activity A = ](8-4)/6]2 = (4/6)2 = 0.44
Activity |
expected time (weeks) = (a + 4m+ b)/6 |
variance = [(b-a)/6]2 |
A |
6 |
0.44 |
B |
9 |
2.78 |
C |
4 |
0.44 |
D |
12 |
7.11 |
E |
10 |
1 |
F |
6 |
0.44 |
G |
8 |
7.11 |
H |
6 |
0.44 |
I |
7 |
2.78 |
J |
4 |
0.11 |
K |
4 |
0.44 |
ES,LS,EF,LF,Slack :
activity |
ES |
LS |
EF |
LF |
Slack |
A |
0 |
3 |
6 |
9 |
3 |
B |
0 |
0 |
9 |
9 |
0 |
C |
9 |
9 |
13 |
13 |
0 |
D |
13 |
17 |
25 |
29 |
4 |
E |
13 |
13 |
23 |
23 |
0 |
F |
23 |
23 |
29 |
29 |
0 |
G |
13 |
21 |
21 |
29 |
8 |
H |
29 |
29 |
35 |
35 |
0 |
I |
29 |
32 |
36 |
39 |
3 |
J |
35 |
35 |
39 |
39 |
0 |
K |
39 |
39 |
43 |
43 |
0 |
Slack = difference between LS & ES or LF & EF
?Activities with zero slack are the activities on critical path
Critical path = B + C+ E+ F+ H+J+K = 43 WEEKS
Variance of above critical path = 5.65
z-score = 40 - 43 / (5.65)1/2 = -1.26
Z score of -1.26 = 0.1038
We can conclude that RC Coleman has 10.4% of chance of completion in 40 weeks
2.
When probability is 80%, Z= 0.84
0.84 = 40 - X / 5.651/2
X = 38 weeks
if we want 80% of the project completion by 40 weeks, then the expected project time should be reduced to 38 weeks
3.
Weeks |
Cost $ |
||||||
Activity |
Normal time |
Crash time |
Normal cost |
Crash cost |
Time to be |
Cost of crash |
Cost of |
A |
6 |
4 |
1,000.00 |
1,900.00 |
2 |
900.00 |
450.00 |
B |
9 |
7 |
1,000.00 |
1,800.00 |
2 |
930.00 |
400.00 |
C |
4 |
2 |
1,500.00 |
2,700.00 |
2 |
1,200.00 |
600.00 |
D |
12 |
8 |
2,000.00 |
3,200.00 |
4 |
1,200.00 |
300.00 |
E |
10 |
7 |
5,000.00 |
8,000.00 |
3 |
3,000.00 |
1,000.00 |
F |
6 |
4 |
3,000.00 |
4,100.00 |
2 |
1,100.00 |
550.00 |
G |
8 |
5 |
8,000.00 |
10,250.00 |
3 |
2,250.00 |
750.00 |
H |
6 |
4 |
5,000.00 |
6,400.00 |
2 |
1,400.00 |
700.00 |
I |
7 |
4 |
10,000.00 |
12,400.00 |
3 |
2,400.00 |
800.00 |
1 |
4 |
3 |
4,000.00 |
4,400.00 |
1 |
400.00 |
400.00 |
k |
4 |
3 |
5,000.00 |
5,500.00 |
1 |
500.00 |
500.00 |
45,500.00 |
60,650.00 |
The total expected time to complete the project is 43 week and the chance of 80% completion is 38 weeks. Thus, the difference is 5 weeks and the project cannot be crashed more than 5 weeks, if it is crashed more than 5 weeks then it cannot be achieved.
Potential Path |
Length |
Crash J - 1 week |
Crash B-2 weeks |
Crash K- 1 week |
Crash F-1 week |
|
A-C-D-I-K |
33 |
33 |
33 |
32 |
32 |
|
A-C-D-H-J-K |
36 |
35 |
35 |
34 |
34 |
|
A-C-E-F-I-K |
37 |
37 |
37 |
36 |
35 |
|
A-C-E-F-H-J-K |
40 |
39 |
39 |
38 |
37 |
|
A-C-G-H-J-K |
32 |
31 |
31 |
30 |
30 |
|
B-C-D-I-K |
36 |
36 |
34 |
33 |
33 |
|
B-C-D-H-J-K |
39 |
38 |
36 |
35 |
35 |
|
B-C-E-F-I-K |
40 |
40 |
38 |
37 |
36 |
|
B-C-E-F-H-J-K |
43 |
42 |
40 |
39 |
38 |
|
B-C-G-H-J-K |
35 |
34 |
32 |
31 |
31 |
|
Cost |
400 |
800 |
500 |
550 |
||
Total crashing cost |
2250 |
|||||
Total crashing week |
5 week |
Revised schedule:
Potential Path |
Length |
A-C-D-I-K |
32 |
A-C-D-H-J-K |
34 |
A-C-E-F-I-K |
35 |
A-C-E-F-H-J-K |
37 |
A-C-G-H-J-K |
30 |
B-C-D-I-K |
33 |
B-C-D-H-J-K |
35 |
B-C-E-F-I-K |
36 |
B-C-E-F-H-J-K |
38 |
B-C-G-H-J-K |
31 |