Loading in 5 sec....

F ACTORS THAT D ETERMINE V ARIATION IN E STIMATESPowerPoint Presentation

F ACTORS THAT D ETERMINE V ARIATION IN E STIMATES

- 115 Views
- Uploaded on

Download Presentation
## PowerPoint Slideshow about 'FACTORS THAT DETERMINE VARIATION IN ESTIMATES' - shandra

**An Image/Link below is provided (as is) to download presentation**

Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author.While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server.

- - - - - - - - - - - - - - - - - - - - - - - - - - E N D - - - - - - - - - - - - - - - - - - - - - - - - - -

Presentation Transcript

### FACTORS THAT DETERMINE VARIATION IN ESTIMATES

### Purpose of An Estimate

### TYPES OF ESTIMATES

### 1. Preliminary Estimate“Order of Magnitude”

### 2. Unit Price Estimate

### Example of Unit Price Estimating Technique for Heavy Construction

### 3. Assembly or Conceptual Estimate

### 4. Detailed (Definitive )Estimate

### Variation Factors in Estimating

### 1. Time (Cont.)

### 2. Location

### 2. Location (Cont.)

DR. Nabil Dmaidi

To know in advance the expected cost in varying degree of accuracy, at different phases of the project.

DR. Nabil Dmaidi

Owner's Purpose of Estimate

1. Making investment decision in the conceptual stage.

2. Negotiate and finalize the contract at the implementation phase.

3. To implement cost control measures.

DR. Nabil Dmaidi

Contractor’s Purpose of Estimate

1. Determine project cost and profit.

2. To Implement cost control measure.

3. To develop data base that can be used for future project.

DR. Nabil Dmaidi

Engineer’s Purpose of Estimate

1. Provide the owner with probable estimate.

2. Evaluate alternatives.

DR. Nabil Dmaidi

Determines actual cost of project for bidding purposes.

Has detailed company cost data for labor and equipment.

Knows which construction methods are to be used.

Has knowledge of actual materials’ suppliers to be used and quantity discount prices.

Engineer’s Estimator

Determines expected cost.

Does not know who will receive award, therefore does not know contractor’s exact resource costs. Does not know actual labor rates.

Must assume probable construction methods to be used.

Does not know who project supplier will be. Must use local list prices.

Comparison ofContractor’s and Engineer’s EstimatorDR. Nabil Dmaidi

2 Million dollars building

Accuracy

within

20%

Preliminary

15%

Unit Price

1. Preliminary

2. Unit price

3. Assembly or Conceptual Cost

4. Detailed estimate

Each phase of a project life cycle requires a different type of estimate--each estimate requires different types of information.

10%

Assembly

5%

Detailed

Time

5min

1hour

1day

3 weeks

DR. Nabil Dmaidi

A cost prediction based solely on size and/or capacity of a proposed project.

Before any engineering or design is completed.

Rely on broad data from already executed similar project

relate cost in dollar to the main capacity/size parameter

number of beds in hospital

square feet of office space

number of students in school

DR. Nabil Dmaidi

Preliminary Estimate (cont)

- Advantageous
- Allows a quick determination of the feasibility of a project
- A quick screening on alternatives, etc. (e.g., should it be a concrete building or a steel building !).

- Purpose:
1. Ranking alternatives

2. Evaluate economics and financial feasibility

3. As a check on more detailed estimates

DR. Nabil Dmaidi

Example of Preliminary Estimates

- Parking Garage
$15.0/sq. ft or $4500/parking space

- High School
$80 to 110/sq. ft or $40,000/ student seat

- Medical Centers
$90 to 130/sq. ft

DR. Nabil Dmaidi

Unit prices are obtained from data on projects already performed.

Cost of labor, material, and equipment for all units of work are added together and divided by the number of units involved.

DR. Nabil Dmaidi

____________________________________________________________

Work Item Estimated Quantity Unit Price Total

____________________________________________________________

Site Preparation 50,000 sq. yd $ 7 $ 350,000

Earth Excavation 100,000 cu.yd. $ 12 $ 1,200,000

Paving 50,000 sq.yd. $ 8 $ 400,000

Total bid price $ 1,950,000

____________________________________________________________

DR. Nabil Dmaidi

Performed when conceptual design decisions are being made.

Work package concept can be used to determine the element or assembly to be studied

We need a breakdown of cost of a completed project into its functional elements to:

1. Find the relationship between element cost and project cost

2. Distribution of cost between constituent elements (sq. feet of _____)

DR. Nabil Dmaidi

Prepared after drawings and specification are completed.

Requires a complete quantity takeoff based on drawing and the complete set of contract documents

Need information on labor rate "productivity", material cost, cost of renting or purchasing equipment

DR. Nabil Dmaidi

1. Time

We base our estimate on the cost of existing projects that were built in the past

Price-level changes over time

We need to project costs of future projects

Many organizations publish construction cost data on regular basis:

US Department of Commerce

US Department of Labor

ENR

Turner Construction Company

Handy-Whitman Utilities

DR. Nabil Dmaidi

Cost Indices

Published by R.S. Means and ENR

Used to update old cost information

Uses

1. To update known historical costs for new estimates

2. To estimate replacement cost for specific assets

3. To provide for contract escalation

Limitations

1.They represent composite data, average of many projects.

2. They fail to recognize technological changes.

3. There is a reporting time log.

DR. Nabil Dmaidi

old cost index

To update old cost information to current date

cost of new facility = cost of old facility x

To predict future cost

F = P (1 + i)

F = future cost

P = present cost

i = predicted rate of cost escalation per period

n = number of periods (years)

n

DR. Nabil Dmaidi

Some factors affecting cost in different locations are:

1. Transport cost

2. Taxes

3. Labor supply and local productivity

4. Codes and local inspection

Construction costs also vary in different regions of the USA.

ENR and Means publishes periodically the indices of local construction costs in the major cities.

DR. Nabil Dmaidi

ENR Regional Index

CityCost Index

Boston 1120

Chicago 1400

New York 1700

DR. Nabil Dmaidi

3. Size

- As the quantity built increases, the unit cost decreases:
Size Factor =

- UCM = Unit Cost Multiplier
UCM = SF

Proposed Size

Comparison Size

E - 1

DR. Nabil Dmaidi

Table forUnit and Total Cost Multipliers

DR. Nabil Dmaidi

Chart to Convert Unit Prices

DR. Nabil Dmaidi

Chart to Convert Total Project Cost

DR. Nabil Dmaidi

4. Shape

40’

50’

Wall height = $10 x 160 x 10 = $16,000

= $10.00 of floor area

Bldg. A

Wall cost = $10 x 160 x 10 = $16,000

= $10.00 of floor area

Bldg B

Wall cost = $10 x 180 x 10 = $18,000

= $11.25 of floor area

Bldg A

Area = 15ooft2

Perimeter = 160ft

Bldg B

Area =1500ft2

Perimeter = 150ft

30’

40’

10’

15’

15’

DR. Nabil Dmaidi

5. "Learning Effect"

- Increased productivity by doing repeated work.
- Detailed analysis will be discussed later.

DR. Nabil Dmaidi

6. Other Factors

- Hard to quantify but should be evaluated:
- Quality
- Soil condition
- Weather Condition
- Competition
- Productivity

DR. Nabil Dmaidi

Download Presentation

Connecting to Server..