FHWA Guide for Construction Contract Time Determination Procedures
Replaces TA 5080.15, dated 10/11/91
- Elements in Determining Contract Time
- Establishing Production Rates
- Other Factors which Influence Contract Time
- Adapting Production Rates to a Particular Project
- Computation of Contract Time - Developing a Progress Schedule
- Contract Time Determination Techniques
- Other Project Considerations
PURPOSE. To provide procedures for determining contract time for construction
POLICY. State Transportation Agencies (STAs) should have adequate written procedures
for the determination of contract time. The FHWA's policy for contract time and
contract time extensions is codified in 23 Code of Federal Regulations 635.121.
Contract time is the maximum time allowed in the contract for completion of
all work contained in the contract documents. Contract time often arises as an
issue when the traveling public is being inconvenienced and the contractor does
not appear to be aggressively pursuing the work. There may be a number of reasons
for a project to appear dormant, such as weather limitations, concrete curing
times, materials arriving late, etc. However, all too often the causes are traceable
to excessive time originally established by the contracting agency to complete
the project or poor contractor scheduling of construction operations.
In many instances, the duration of highway construction projects is more critical
today than it was in the past. Several of the reasons are listed below:
There are an increasing number of resurfacing, restoration, and rehabilitation
type projects being constructed under traffic, resulting in an increase in the
exposure of construction workers and motorists.
Traffic volumes on most highways are significantly greater and are continuing
to increase, thereby creating a greater impact on the motoring public in both
safety considerations and cost.
Proper selection of contract time allows for optimization of construction engineering
costs and other resources.
In addressing the need for completing critical construction projects where
it is important to minimize traffic inconvenience and delay, many States have
applied non-traditional contracting methods including time-based contractual provisions
for early completion.
ELEMENTS IN DETERMINING CONTRACT TIME.
The application of written procedures for the determination of contract time
is important so that production rates and other considerations are applied uniformly
throughout the State. Written procedures should address how to classify projects
based upon appropriate factors such as high traffic volumes, projects with incentive/disincentive
clauses, etc. Experience and judgment should be used in the final determination
for which projects are critical. Written procedures should have specific provisions
that address the determination of contract time for critical projects. These procedures
should also account for significant geographic and climatic differences throughout
the State, which could affect contractor productivity rates. The fact that some
types of work can or cannot be undertaken during certain times of the year should
also be addressed. Where applicable, the affect of working under traffic also
needs to be considered.
The reasonableness of the contract time included in contracts is important.
If time is insufficient, bid prices may be higher and there may be an unusual
number of time overruns and contractor claims. The agency needs to take into consideration
the available contractors and their workload. Contractors should be provided the
ability to schedule work to maximize equipment and labor, and if contract time
is too short, these efficiencies are more difficult to obtain resulting in higher
prices. If the time allowed is excessive, there may be cost inefficiencies by
both the STA and the contractor. The public may be inconvenienced unnecessarily
and subjected to traveling on a roadway where safety is less than desirable for
an extended period of time. In establishing contract time, all highway agencies
should strive for the shortest practical traffic interruptions to the road user.
If the time set is such that all work on a project may be stopped for an extended
period (not including necessary winter shutdowns) and the contractor can still
complete the project on schedule, it means the contract time allowed was excessive.
For most projects the essential elements in determining contract time include:
(1) establishing production rates for each controlling item; (2) adopting production
rates to a particular project; (3) understanding potential factors such as business
closures, environmental constraints: and (4) computation of contract time with
a progress schedule.
ESTABLISHING PRODUCTION RATES.
A production rate is the quantity produced or constructed over a specified
time period. Estimating realistic production rates is important when determining
appropriate contract completion time. Production rates may vary considerably depending
on project size, geographic location, and rural or urban setting, even for the
same item of work. Production rate ranges should be established in the State's
written procedures based on project type (grading, structures, etc.), size, and
location for controlling items of work.
In establishing production rates to be used for determining contract time,
an accurate database should be established by using normal historical rates of
efficient contractors. One method of establishing production rates is to divide
the total quantity of an item on previously completed projects by the number of
days/hours the contractor used to complete the item. Production rates based upon
eight-hour crew days or per piece of equipment are recommended. Production rates
developed by reviewing total quantities and total time are not recommended as
they may result in misleading rates which tend to be low since they may include
startup, cleanup, interruptions, etc.
The most accurate data will be obtained from site visits or review of project
records (i.e., field diaries and other construction documents) where the contractor's
progress is clearly documented based on work effort, including work crew make
up, during a particular time frame. A data file based on three to five years of
historical data (time, weather, production rates, etc.) should be maintained.
The production rates used should be based on the desired level of resource
commitment (labor, equipment, etc.) deemed practical given the physical limitations
of the project. Representatives of the construction industry are also usually
willing to assist in developing rates and time schedules. Rates should be updated
regularly to assure they accurately represent the statistical average rate of
production in the area.
Some jurisdictions apply production rate data taken from some of the published
rate guides. This data may be useful as guidance; however, the relationship of
these production rates to actual highway construction projects may be difficult
OTHER FACTORS WHICH INFLUENCE CONTRACT TIME.
In addition to production rates, the following items should be considered
when determining contract time:
Effects of maintenance of traffic requirements on scheduling and the sequence
Curing time and waiting periods between successive paving courses or between
concrete placement operations, as well as specified embankment settlement periods;
Seasonal limitations for certain items when determining both the number of
days the contractor will be able to work as well as production rates;
Conflicting operations of adjacent projects, both public and private;
Time for reviewing false-work plans, shop drawings, post-tensioning plans,
mix designs, etc.;
Time for fabrication of structural steel and other specialty items;
Coordination with utilities;
Time to obtain necessary permits;
The effect of permitting conditions and/or restrictions;
Restrictions for nighttime and weekend operations;
Time of the year of the letting as well as duration of the project;
Additional time for obtaining specialty items or materials with long-lead requirements;
Other pertinent items as determined by the STA.
In setting contract time it is recommended that calendar days or a completion
date be applied when project completion is critical or when a large volume of
traffic is affected. Only on those projects where completion time is not a major
factor should working days be considered. The significant advantage of applying
calendar days or a calendar date for completion is the ease of time charge administration
once the contract has begun.
If the time is based on production rates per hour or per day on a working day
basis, a conversion factor from working days to calendar days should be established.
Conversion factors will vary by geographic location and by work type. Many contracting
agencies use zero working days per month during the winter months while 20 to
25 working days per month are common during the summer. Bridgework is generally
assigned the greatest number of working days per month. If historical working
day data is not available, historical rain and temperature data is available from
the National Weather Service to develop average working days per month.
Since completion date and calendar day contracts are based on a specified
award date or notice to proceed date, these types of contracts should contain
a provision for adjusting the completion date if the anticipated notice to proceed
date is changed.
ADAPTING PRODUCTION RATES TO A PARTICULAR PROJECT.
Before time durations for individual work items can be computed, certain project
specific information should be determined and some management decisions made.
The relative urgency for the completion of a proposed project should be determined.
The traffic volumes affected as well as the effect of detours should be analyzed.
The size and location of the project should be reviewed, in addition to the effects
of staging, working double shifts, nighttime operations, and restrictions on closing
lanes. The availability of material for controlling items of work should be investigated.
For example, it might be appropriate to consider the need for multiple crews on
a specific item to expedite the completion when there are exceptionally large
quantities or when there is a large impact on traffic.
Procedures to accelerate project completion should be considered when construction
will affect traffic substantially or when project completion is crucial. This
is especially important in urban areas with high traffic volumes. When accelerating
contract time for time sensitive projects, production rates should be based on
an efficient contractor working more than eight hours per day, more than five
days per week and possibly with additional workers. The development and application
of a separate set of production rates for critical projects is recommended.
COMPUTATION OF CONTRACT TIME - DEVELOPING A PROGRESS SCHEDULE.
The contract time for most construction projects can be determined by developing
a progress schedule. A progress schedule shows the production durations associated
with the chosen production rates for the items of work. The time to complete each
controlling item of work included in the progress schedule is computed based on
the production rates applicable to that project. Items should be arranged by chronological
sequence of construction operations. Minor items that may be performed concurrently
should be shown as parallel activities.
In determining a progress schedule it should be remembered that the start
and end dates for each controlling item need to be based on the earliest date
for which work on that item will begin and how long it will take to complete.
The earliest start date for each activity will be determined by the completion
of preceding activities, and should allow for the fact that some activities can
begin before the preceding activity is entirely completed. Additional time should
be also allowed in the contract for initial mobilization.
CONTRACT TIME DETERMINATION TECHNIQUES.
Contract time determination techniques generally fall into the categories of
bar charts and critical path techniques. These techniques are described below:
Bar charts or Gantt charts are graphical representations of projects with specific
completion dates and activities. Bars or lines are drawn proportional to the planned
duration of each activity.
A brief description of the procedure used to develop a bar chart to determine
contract time is as follows:
The first step in developing a bar chart is to break a project down into separate
activities or operations necessary for project completion.
Once all the activities necessary to complete a project have been listed, the
duration and completion date of each activity needs to be determined based on
With this data established, the bar chart can be prepared. A line or bar is
drawn on the chart showing the time when work will be performed for each activity.
The resulting diagram will represent a project, showing when each activity will
be undertaken and completed.
With bar charts, the progress of a project may be monitored for each activity
by drawing a bar or line below the original scheduled performance to show the
actual duration for each activity as it is completed.
Bar charts are advantageous in that they are simple to develop and easy to
understand, and they offer a good method of determining contract time. Some disadvantages
are that they do not show the interrelationship and inter-dependency among the
various phases of work. Bar charts are difficult to properly evaluate when construction
changes occur. Also, controlling items are shown in the same manner as minor items,
thus making it more difficult to determine which items actually control the overall
time progress of the project. The use of bar charts are not recommended for contract
administration and project management of large or complex construction projects.
Estimated Cost Method The Estimated Cost Method of contract time determination
utilizes a comparison of dollar value to time. Based on historical information,
tables illustrating project cost versus project time are developed for different
project types, traffic volume, and geographic location. Examples of such project
types include new construction, reconstruction, overlay and widening projects,
pavement repair, and bridge construction. Contract time is essentially determined
based solely on the amount of the engineer's estimate. For non-complex projects
and projects affecting small volumes of traffic, this procedure may be appropriate.
The estimated cost method is not recommended for use on projects where completion
time is a major factor. Many items affecting the completion of a project are not
taken into consideration when applying this method. Any special features that
are unique to a specific project cannot easily be accounted for when using this
very simplistic procedure.
Critical Path Method (CPM)
The Critical Path Method (CPM) focuses on the relationship of the critical
activities, specifically, those which must be completed before other activities
are started. Working from the project's beginning and defining individual project
tasks and the number of days to perform each task, a logical diagrammatic representation
of the project is developed. A CPM depicts which tasks of a project will change
the completion date if they are not completed on time. The evaluation of critical
tasks allows for the determination of the time to complete projects. Because of
the size and complexity of most projects, this method is most often applied using
a computer software program. Within the CPM software, the ability to use a Program
Evaluation Review Technique (PERT) provides a breakdown of each activity to boxes.
This enables the user to view the connection of relationships to each activity.
CPM software also has the ability to display the contract time in a bar chart
view as well.
- The first step in applying the CPM method is to break a project down into
separate tasks or operations necessary for project completion. Each of these separate
operations or processes is called an activity. The completion of an activity is
called an event.
- Once all the activities necessary to complete a project have been listed,
the relationship of these activities to one another needs to be determined. In
some instances, several activities can be undertaken concurrently, and at other
times, certain activities cannot be undertaken until others have been completed.
Generally, when determining the sequence of operations, some questions need to
be asked such as: "What needs to be done before proceeding with this activity"
or "what can be done concurrently?" Every activity has a definite event
to mark its relationship with others with respect to completing a task.
- In working with this procedure, a diagrammatic representation of the project
is developed showing the correct sequence and relationship of activities and events.
Each activity is shown as an arrow leading to a node, which indicates the completion
of an event or the passage of time. The start of all activities leaving a node
depends on the completion of all activities entering a node. Therefore, the event
represented by any node is not achieved until all activities leading to the node
have been completed. The resulting diagram will be a schematic representation
of a project, showing all the relevant activities and events in correct sequence.
- An actual time can be set to each activity based on production rates and other
appropriate factors. The time to complete each activity is then shown on each
arrow to indicate the duration. The "early start" for each activity
is the earliest point in time that an activity can start, provided that all activities
before it have finished. This is not necessarily the point in time that it will
start; however, it is the earliest time that it can start. The "early finish"
for an activity is merely the duration of the activity after its early start.
As is the case with the "early start," this is not necessarily the point
in time that the work represented by the activity will be over, but is the earliest
point in time that it can occur. A "finish" date in CPM is the first
day after the physical completion of the activity. The completion time of a project
is the sum of the longest time path leading to completion of the project.
- The optimum time and cost for performing the project can be evaluated by assigning
resources i.e. equipment, labor hours, and materials to each activity. The diagrammatic
representation of the project then provides a means to evaluate the costs incurred
with respect to the completion of specified activities.
- Advantages of using the CPM include:
Disadvantages of using the CPM include:
- It is an accurate technique for determining contract time and verifying that
the project can be constructed as designed and with identified construction sequences;
- It is a useful tool for project managers in monitoring a project, especially
when dealing with relationships of work items with respect to time; and
- Activities responsible for delays can be identified and corrective measures
to keep a project on schedule can be determined.
- The CPM requires experienced and knowledgeable staff to be used effectively;
- They require regular updates to assure that the contractor's operation is
OTHER PROJECT CONSIDERATIONS.
Construction time on certain projects such as lighting or signalization, may
be governed by the long lead-time necessary to obtain materials. To minimize traffic
disruption, the contract may specify a completion date several months after the
notice to proceed, but the contractor should be limited to a relatively short
on-site time. This may be accomplished by including in the contract a "conditional
notice to proceed" clause which would allow a specified amount of time to
purchase and assemble materials followed by issuance of a full work order which
would be issued upon expiration of the assembly period or sooner, upon the contractor's
Delayed or flexible notice-to-proceed dates may be appropriate for certain
projects where the ultimate completion date is not critical. The contracting agency
may wish to provide a notice-to-proceed window in order to increase the probability
of a competitive bid where only a limited number of contractors are available
to perform the work. Such projects may include:
- Projects that consist of specialized work (seal coats, highway planting, pavement
grooving or bridge painting) where a large number of these projects are being
advertised within a short time period;
- Projects with a very limited number of working days;
- Building projects.
This allows the contractor to schedule this contract with consideration of
other work he/she may have in the same paving season. Net benefits include lower
project inspection cost and a minimal disruption to traffic.
An option that may be applicable to some projects is dividing a project into
phases with each phase having its own completion date. This may be applicable
when coordinating with other projects or activities in the area in order to meet
An essential element of every State's written contract time procedures should
be the monitoring of existing projects to determine that the contract times being
specified are appropriate. As a part of this process, updates and changes should
be made as determined to be necessary.
- Herbsman, Zohar J. and Ralph Ellis, "Determination of Contract Time for
Highway Construction Projects," NCHRP Synthesis Report 21, Transportation
Research Board, Washington, D.C., 1995.
- Copas, Thosmas L. and Pennock, Herbert A., "Contract Time Determination,"
National Cooperative Highway Research Program Synthesis of Highway Practice, (NCHRP)
No. 79, October 1981.
- Hancher, Donn E. and Werkmeister, Jr., Raymond F., P.E. "Kentucky Contract
Time Determination System", June 30, 2000.
"Critical Path Method for Estimating, Scheduling, and Timely Completion,"
FHWA National Highway Institute, Course No. 134049