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COMPUTER
AIDED PRODUCTIVITY MEASUREMENT A UNIFIED PRODUCTIVITY MEASUREMENT METHODOLOGY
Chi-Lyang
Shing |
The
productivity measurement techniques in the construction industry
have been developed in the past two decades to measure the success of
the project in the execution stage. There is no doubt that without
measurement, there will be no management. It is generally agreed by the
construction industry experts that there is no industry wide
productivity measurement technique in the execution phase of a
project. Traditionally,
the only indication the management can get about job site productivity
is the man-hour spent versus job completed. If the percentage of job
completion is greater than the percentage of man-hour spent, the
productivity of the job is above expectation. If it is the other way
around, then the productivity of the job site is below the expected
level and the management should try to do something to improve the
productivity. This type of information always reaches the management too
late because it is after-fact data. In other words, the man-hour is
reported after the man-hour is spent; the percentage of completion is
reported after that part of the job is completed. This type of
information can not provide early warning for a job site during early
stage of problems before they become a disaster. |
INTRODUCTION
Construction
industry is as diversified as the uses and forms of the many types of structures
that it produces. However, three general categories can easily be identified,
although there is some overlap among these categories. The three main categories
[1] in construction are: I. Heavy engineering-highway, airport, dam, etc.,
just to name a few. II. Industrial construction--refinery plant, utility/power
plant, steel mills, etc. III. Building construction--sometimes this category is
further divided into residential and non-residential buildings. Apartment and
single family houses are residential buildings. Buildings for other purposes
such as educational, commercial, religious, social, and recreational are nonresidential
buildings. The productivity information gained in one category of construction
is very hard to compare with other category if not impossible. Therefore, if a
unified productivity measurement methodology can be adopted by the industry the
benefit is obvious.
PRODUCTIVITY MEASUREMENT TECHNIQUES
The
productivity measurement is an industry wide problem in the execution phase of a
construction project. It has a strong effect on project control. No meaningful
and valid comparison among different projects should draw more attention from
productivity researchers. The greatest barriers to successful research are
confidentiality of the job site data and research funding. No company will share
its payroll/produc-tivity/estimating strategy with anyone else. The individual
hourly rate for carpenters in the same area is the same for all the union
contractors, yet no two contractors will provide the same price for a carpentry
job. The difference is the productivity rate and method adopted for estimating
the productivity.
Some
techniques for measurements of productivity have been proposed in the past two
decades. Heney N. Parker and Clarkson H. Oglesby [2] proposed
stopwatch studies, time lapse motion pictures, work sampling, activity sampling,
five-minutes rating etc. The common advantage of all these techniques is that it
can provide more timely information about job site productivity.
The common disadvantage is that it is not as objective and accurate as
the man-hour report. Borcherding [3] conducted extensive study about
productivity, mostly on nuclear power plants , by using questionnaires. The
problem with questionnaires is that sometimes the researcher gets ridiculous
answers from persons filling it. Such as, in a eight-hour working day, how many
hours do you spend on waiting for materials --- answer is 10 hours. These
answers are not the worst ones yet, because they will be excluded from the
study. The worst ones and most damaging ones are those which are unlikely to
happen but could be true ones. To exclude or not to exclude that questionnaire
depends on the subjective judgment of the researcher. Therefore, the results of
any questionnaire study could be biased in some degree.
Another
overriding concern of the construction industry is the inability to establish
valid and meaningful comparisons among different projects completed over
different times in different categories of construction. The difficulty in data
collection is one of the problems. Lack of uniformed format of collected data is
a much more severe problem. It is generally agreed that quality research could
ultimately effect the project duration, productivity, and resource usage.
However, only provided with meaningful, timely collected, comparable against
each other, and objective data can anyone achieve the research goals. Partly
because the nature of the construction industry that it is extremely difficult,
if not impossible, to compare the same product under different working
environment. The man-hour needed to pour one cubic yard of concrete in a nuclear
power plant is certainly different from that needed for the foundation of a two
bedroom house again is different from mass concrete dam. How to compare these
productivity figures to decide the efficiency of a project is a major concern
facing construction productivity researchers.
Work
sampling could be a method that potentially could provide quick and reliable
estimates on site productivity. However, some statistical methodologies must be
developed to isolate those factors with influence work samplings results.
Therefore, a standardized method needs to be established to collect only
comparable data among different projects completed through different
geographical area and time. Or, some methodology needs to be used to draw a
conclusion from work sampling study so that the unit rates or other productivity
measurements can be assessed without the bias from environmental factors such as
temperature, type of work, size of project etc. Comparability of data in the
construction industry is one of the most critical problems that needs to be
solved. The owner, designer and contractor are all eager to know if the job is
done fast, within the budget and with good quality. These questions usually can
not be answered until the job is done. The need for a methodology to identify
the problems or potential problems during the early process of construction is
obvious.
STANDARDIZED PRODUCTIVITY MEASUREMENT
Traditionally,
one method is to use all the man hours reported from the field office, comparing
it with the amount of job completed for that period of time. This method can
gather very reliable results but the information always reaches the management
too late. Usually too little information is reported too. Only hours spent on
job and percentage of job completion are reported. Management needs to know more
about field situation and needs it fast. The other extreme is to use more
subjective methods such as five minutes rating, work sampling, etc., to get
early information. But this end of the productivity measurement is not as
accurate as expected. A lot of data is gathered through subjective judgment. For
example, there is no clear-cut definition among idle, productive work, indirect
work, ineffective work, etc. Therefore, two persons evaluating the same job site
may get quite different results for the same period of time.
Value
added approach to productivity measurement has the potential to become the
standardized method in measuring the productivity of the on-going project. The
capacity of the micro-computer and its ability in storing data and transferring
information among different places has much potential in the construction
industry by greatly speeding up the counting and arithmetic operations. The
computer system allows the contractor or productivity measurement party to get
timely results. In turn, using the results in early stage of the construction
process to prevent problems from disaster. The management can get early warning
signals to be alert. The second major property of the computerized system is its
accuracy. If a standard method of measuring productivity can be developed in
conjunction with computer system, we can analyze large amounts of raw data
without incurring any errors. This is very important when data is collected on a
daily or weekly basis, and the results are needed within a short period of time.
Construction
businesses have utilized microcomputers in the few years they have been
available. This has caused more dramatic impact on productivity than any powered
tool or equipment item ever invented. The construction information to be
distributed by computer can take a variety of forms. They include, but not
limited to, the following:
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This
paper proposes the using of micro-computer and telephone lines to
distribute/transfer field productivity data to the main office. The data will be
collected/updated daily. The proposed method in this paper is to combine the
advantages from both ends to get objective, reliable results at the early stage
of job performance. The method itself must be simple enough so the foreman,
journeyman, and contractors can all understand it. The data collected by this
method should be uniform in a standard format so the results can be compared for
different projects completed in different parts of the country at different
times. Simplicity is one of the major considerations of any construction
productivity data collection. We shall always keep in mind that the majority of
people working in the field don't have much education. They learned their trade
through experience. If there is a lengthy form or questionnaire for them to
fill, we should not expect too much accurate or useful data to be collected.
They do not have the reading/writing ability, nor the patience. To collect
first-hand productivity information, the following things shall be avoided
whenever it is possible--lengthy form, subjective judgment, vague definition,
lengthy writing description [4]. The method proposed in this research avoided
all the pitfalls mentioned above. The data collected is also comparable with
other projects because the format is standardized.
PROPOSED
METHOD FOR STANDARDIZED PRODUCTIVITY MEASUREMENT
A
simplified step-by-step procedure of this Value-AddedProductivity-Sampling is:
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CONCLUSION
The
key to success of any job site productivity measurement is simplicity and timely
results. The value-added productivity-sampling proposed in this paper can be
used to achieve both goals. Timely results are attained because the transfer and
calculation of productivity information is done by personal computers
automatically. Also, the only hardware needed are personal computers and
telephone lines which most contractors have purchased in the past already. No
new cost for the contractor. The simplicity of this method is obvious because
only one page of data is collected each time of observation and only largest
twenty items are measured. The subjective judgment of researcher is largely
excluded because counting heads needs no judgment. The bias inherent in most
productivity measurement techniques is therefore minimized. This method could be
a standard productivity measurement data collection technique for construction
industry. The research of collected data must be performed with meaningful
comparison among different projects. This goal is attained because data
collected is in the format of ratios.
REFERENCES
1.
Shing, C.L., Computerized Construction Cost Index System,
Dissertation, University of Texas at Austin, Austin, Texas, 1985. 2.
Parker, Henry W. and Oglesby, Clarkson H., Methods Improvement
for Construction Managers, McGraw-Hill Book Co., New York, 1972. 3.
Borcherding, John D., Effective Utilization of
Manpower in Construction, National Electrical Contractors
Association, Washington, D.C. 1975. 4.
Shing, C.L. and Popescu, C., An Excellent Tool for Construction
Cost Control, Project Management Institute Annual Conference,
Denver, October 1985. |