---
title: "Bar chart; expected time and variance"
subject: "Project Engineering"
chapter: 3
key: "semester_7/project_engineering:bar-chart-draw-adv-te-variance"
source: https://www.bctengineer.com/q/semester_7/project_engineering/bar-chart-draw-adv-te-variance
site: BCT Engineering
---

# Bar chart; expected time and variance

Project Engineering · Chapter 3: Project Planning and Scheduling

- Asked in: 2065 Shrawan (old course), 8 marks
- Video: [What is the probability that a project will finish early or late (PERT)](https://www.youtube.com/watch?v=dOWQDAcYhPo) — Engineer4Free
- Answer checked by Claude Opus 5.5 (high effort) on 2026-10-14
- Page: https://www.bctengineer.com/q/semester_7/project_engineering/bar-chart-draw-adv-te-variance
- Whole chapter: https://www.bctengineer.com/md/semester_7/project_engineering/chapter-3

## Question

Draw a bar chart and explain its advantages and disadvantages. Also find te and variance when to, tm and tp are 6, 8, 12.

## Short answer

A bar chart shows activities as horizontal bars on a time scale; it is simple and shows start, finish and overlap, but not logical dependence, critical path or float. For to=6, tm=8, tp=12, te=(6+4*8+12)/6=8.33 time units and variance=((12-6)/6)^2=1.

## Answer

#### Bar chart

A **bar chart** shows each activity as a horizontal bar on a time scale; the length of the bar is the duration. Example: house project (weeks).

```text
                 0   4   8   12  16  20  24  (wk)
                +------------------------
A Site clearing |#                       
B Excavation    | ##                     
C Foundation    |   ###                  
D Plinth beam   |      ##                
E Walls+columns |        #####           
F Roof slab     |             ###        
G Plumb/electric|             ###        
H Plastering    |                ###     
I Floor,doors   |                   ###  
J Painting      |                      ##
                +------------------------
```

#### Advantages
- Simple to prepare, read and understand, even for non-technical persons.
- Shows start, finish, duration and overlap of activities on a time scale.
- Cheap and quick; needs no special training.
- Good for presenting the summary to top management and site staff.
- Progress can be marked on the bars and compared with the plan.
- Useful for resource scheduling on a time scale.

#### Disadvantages
- Does not show the logical dependence between activities, so the effect of a delay on other activities is not seen.
- Critical activities and float are not shown, so the manager cannot say where attention is needed.
- Not suitable for large and complex projects; the chart becomes crowded.
- Difficult to update; any change in logic needs redrawing.
- Durations are single-point values; uncertainty is not considered.
- Does not show resource or cost relations.

#### Expected time and variance (PERT)

Given: optimistic time $t_o = 6$, most likely time $t_m = 8$, pessimistic time $t_p = 12$.

$$
\begin{aligned} t_e &= \frac{t_o + 4t_m + t_p}{6} = \frac{6 + 4(8) + 12}{6} = \frac{50}{6} = 8.33 \\ \sigma &= \frac{t_p - t_o}{6} = \frac{12 - 6}{6} = 1 \\ \text{Variance} &= \sigma^2 = 1^2 = 1 \end{aligned}
$$

**Answer: $t_e = 8.33$ and variance $= 1$** (standard deviation 1).

## Check yourself

The answer's key points as multiple-choice questions, with the correct option and why.

1. What does the length of a bar represent?
   A. The cost of the activity
   B. The duration of the activity
   C. The float of the activity
   D. The probability of the activity
   Answer: B. Each bar is drawn on a time scale; length equals duration. (Key point: Bar chart)

2. Which is a disadvantage of a bar chart?
   A. It cannot be read by non-technical people
   B. It is expensive to prepare
   C. It does not show dependence between activities
   D. It cannot show start dates
   Answer: C. No logic is shown, so the effect of delay on others is unclear. (Key point: Disadvantage)

3. For to = 6, tm = 8, tp = 12, what is te?
   A. 8.33
   B. 8.67
   C. 9.00
   D. 8.00
   Answer: A. te = (6 + 4x8 + 12)/6 = 50/6 = 8.33. (Key point: Expected time)

4. What is the variance for these estimates?
   A. 6
   B. 1
   C. 2
   D. 36
   Answer: B. sigma = (12 - 6)/6 = 1, so variance = sigma^2 = 1. (Key point: Variance)

## Related in Project Engineering

- [CPM vs PERT; te and variance for x, y](https://www.bctengineer.com/question.md?key=semester_7%2Fproject_engineering%3Acpm-pert-te-variance-x-y) — Project Engineering, chapter 3
- [Expected time of contractors (PERT)](https://www.bctengineer.com/question.md?key=semester_7%2Fproject_engineering%3Apert-contractor-expected-time) — Project Engineering, chapter 3
- [Network errors; expected time of engineers](https://www.bctengineer.com/question.md?key=semester_7%2Fproject_engineering%3Anetwork-errors-expected-time-engineers) — Project Engineering, chapter 3
- [Bar chart advantages and limitations](https://www.bctengineer.com/question.md?key=semester_7%2Fproject_engineering%3Abar-chart-advantages-limitations) — Project Engineering, chapter 3, asked 2×
- [Planning in dynamic environment; linked bar chart](https://www.bctengineer.com/question.md?key=semester_7%2Fproject_engineering%3Aplanning-necessary-dynamic-linked-bar) — Project Engineering, chapter 3
- [Planning, scheduling; linked bar chart](https://www.bctengineer.com/question.md?key=semester_7%2Fproject_engineering%3Aplanning-scheduling-linked-bar-chart) — Project Engineering, chapter 3

## Related in other subjects

- [Short note: TE and TM modes](https://www.bctengineer.com/question.md?key=semester_3%2Felectromagnetism%3Ate-tm-modes-rectangular-waveguide) — Electromagnetism, chapter 6, asked 2×
- [TE vs TM mode in circular waveguide](https://www.bctengineer.com/question.md?key=semester_7%2Frf_and_microwave_engineering%3Acircular-waveguide-te-vs-tm) — RF and Microwave Engineering, chapter 4
- [PERT expected time and completion probability](https://www.bctengineer.com/question.md?key=semester_6%2Findustrial_engineering_and_management%3Apert-probability-of-completion) — Industrial Engineering and Management, chapter 3
- [Bar chart vs CPM/PERT as planning tool](https://www.bctengineer.com/question.md?key=semester_8%2Fconstruction_management%3Aplanning-tool-choice) — Construction Management, chapter 2, asked 3×
