- 2072 Kartik
Expected time of contractors (PERT)
Short answer
Using te = (t_o+4t_m+t_p)/6 and σ = (t_p–t_o)/6. Contractor A: te = 7.67, σ = 1.33; B: te = 10.33, σ = 1.00; C: te = 5.00, σ = 0.67. Contractor C is preferred because it has the shortest expected time and smallest standard deviation, making it the fastest and most certain.
Find out the expected time of each contractor to complete a given project having the following details. Also find out which contractor you prefer for operation and why?
| Contractor | to | tm | tp |
|---|---|---|---|
| A | 5 | 7 | 13 |
| B | 6 | 11 | 12 |
| C | 3 | 5 | 7 |
Expected time ; standard deviation (the unit of time is as given).
Contractor A (): , , variance
Contractor B (): , , variance
Contractor C (): , , variance
| Contractor | Variance | |||||
|---|---|---|---|---|---|---|
| A | 5 | 7 | 13 | 7.67 | 1.33 | 1.78 |
| B | 6 | 11 | 12 | 10.33 | 1.00 | 1.00 |
| C | 3 | 5 | 7 | 5.00 | 0.67 | 0.44 |
Choice of contractor
Contractor C is preferred because:
- it has the shortest expected time (5.00 against 7.67 and 10.33);
- it also has the smallest standard deviation (0.67) and variance (0.44), so its completion time is the most certain, and the risk of delay is the least.
(Cost and quality are assumed equal; if they differ, they must be considered along with time.)
Answer: = 7.67 (A), 10.33 (B), 5.00 (C); choose contractor C.
✓ Answer checked by Claude Opus 5.5 (high effort)
Related questions
- Network errors; expected time of engineers · Project Engineering, chapter 3
- Bar chart; expected time and variance · Project Engineering, chapter 3
- PERT mean and SD of two projects · Project Engineering, chapter 3
- CPM vs PERT; te and variance for x, y · Project Engineering, chapter 3
- CPM network, building project (A to K) · Project Engineering, chapter 3
- Project environment and dynamic operation · Project Engineering, chapter 1
- PERT expected time and completion probability · Industrial Engineering and Management, chapter 3
- K-map Σ(1,2,3,8,9,10,11,13,14)+d, POS · Digital Logic, chapter 3
- K-map ΠM(0,2,3,8,10,11,12,15)+d, NOR · Digital Logic, chapter 3
- Asphalt Institute design: 5.11×10⁴ ESAL/year, 12 years · Transportation Engineering II, chapter 2