Step 1: - Drawing Network Diagram
Step 2. Statement Showing activity cost slope
Activity | Normal Cost ($) | Crash Cost ($) | Difference in cost | Normal Time (weeks) | Crash Time (Weeks) | Difference in Time |
Cost Slope = Difference in cost/ Difference in Time |
A (1-2) | 5500 | 7500 | 2000 | 4 | 1 | 3 | 666.67 |
B (1-3) | 8000 | 9500 | 1500 | 5 | 3 | 2 | 750.00 |
C (2-4) | 3500 | 3500 | 0 | 1 | 1 | 0 | 0.00 |
D (3-5) | 6000 | 11500 | 5500 | 6 | 3 | 3 | 1833.33 |
E (4-6) | 4000 | 7500 | 3500 | 7 | 6 | 1 | 3500.00 |
F (5-6) | 3500 | 6500 | 3000 | 7 | 6 | 1 | 3000.00 |
Sub Total | $30,500 |
.
Step 3:-
Critical path of the project is 1 - 3 - 5 - 6 having normal duration of completion of 18 Weeks.
Normal Cost of Project is $30500 (i.e. 5500+8000+3500+6000+4000+3500)
.
Step 4:- Various Paths and their progress
Various Paths | Crash Time | Normal Time | Crashing Progress |
1 - 2 - 4 - 6 | 1+1+6 = 8 | 4+1+7 = 12 | 12 |
1 - 3 - 4 - 6 | 3+0+6 = 9 | 5+0+7 = 12 | 12/11/10 |
1 - 3 - 5 - 6 | 3+3+6 = 12 | 5+6+7 = 18 | 18/17/16/15/14/13/12 |
We crash least cost activities on the critical
paths Crashing Activity
Therefore,
First we crash Activity B (1 - 3) by 2 Weeks,
Second we crash Activity D (3-5) by 3 Weeks,
Finally, We crash Activity F(5-6) By 1 Weeks.
Step 5 :- Statement showing Associated cost of Project on each week.
Project Length (Weeks) | Activity Crashed (each Week) | Crashing Cost (Each Week) | Cumulative Crashing Cost | Normal Cost | Indirect Cost | Penalty Cost | Total Cost of Project |
Sum of Normal Cost | ($1600 x No. Of Weeks) | [($600 x No. of Weeks - 12 Weeks)] | |||||
18 | - | 0 | 0 | 30500 | 28800 | 3600 | 62900 |
17 | B (1-3) | 750 | 750 | 30500 | 27200 | 3000 | 61450 |
16 | B (1-3) | 750 | 1500 | 30500 | 25600 | 2400 | 60000 |
15 | D (3-5) | 1833.33 | 3333.33 | 30500 | 24000 | 1800 | 59633.33 |
14 | D (3-5) | 1833.33 | 5166.66 | 30500 | 22400 | 1200 | 59266.66 |
13 | D (3-5) | 1833.33 | 6999.99 | 30500 | 20800 | 600 | 58899.99 |
12 | F (5-6) | 3000 | 9999.99 | 30500 | 19200 | 0 | 59699.99 |
Step 6 : - Final Answer
a) The Minimum-Cost Schedule for the Project is 13 Weeks. |
b) The Minimum cost Schedule cost is $ 4000 (i.e. 62900 - 58900) Less than Cost using Normal Times |
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