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The measurement
of supplemental surveying is described in Article 801-3. Article 104-3
allows the Engineer to alter the plans or details of construction with
the Contractor agreeing to perform the work as altered at their lump sum
price unless otherwise provided. This Article further requires that an
alteration of the plans must materially change the character and cost of
the work prior to considering the alteration as extra work.
Additional survey work on existing line items within the
original project scope, should not be considered "Supplemental Surveying".
When "Extra Work" is negotiated, the Resident Engineer may consider additional
surveying as "Supplemental Surveying" and either pay the contract unit
price or negotiate the cost of the surveying as an itemized portion of
the line item. Surveying required for existing lines items which exceed
the thresholds established in Article 104-5 may be negotiated by the Resident
Engineer where an increase in unit price is warranted. Travel time to and
from the project is non-compensable. All other additional surveying is
considered a portion of the Lump Sum price for "Contract Surveying".
Examples:
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During the construction of an urban widening project, several
turn lanes were added, altering the original scope. The project had already
been staked in accordance with the plans. The revised turn lanes did not
result in overruns to existing items exceeding Article 104-5 thresholds.
However the addition of full turn lanes did result in additional fine grading
and the surveyor was required to re-stake a portion of the project. Therefore,
the additional surveying is "Supplemental Surveying".
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During the construction of a curb and gutter widening project,
the curb and gutter is extended to drain a low point. The need for an additional
drainage structure is noted and included on the drainage system survey.
The surveying necessary for the additional curb and gutter and drainage
structure is not "Supplemental Surveying".
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Pipe sizes are changed after the original drainage system
survey is accepted and staked, to account for adjacent development which
was not in the original plan. The change required additional topographic
surveys and a revision to the drainage system survey and re-staking. This
is "Supplemental Surveying".
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An outfall pipe size is changed by the Resident Engineer.
The revised pipe will be laid on the same grade with the same invert elevations.
The revision requires a new line item. "Supplemental Surveying" should
not be considered a part of that new line item unless investigative
work is required downstream due to the change.
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While slope staking, the surveyor determines the plan grade
line will not work. The Resident directs the Contractor to revise the grade
line. In order to complete the revision, the surveyor must profile the
existing road for a distance in excess of 100 feet. This is "Supplemental
Surveying".
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The surveyor is required to return to the project when an
underground utility is encountered which is in conflict with the proposed
drainage system. The specifications require the surveyor to "consider the
utilities’ locations and elevations in the layout of the drainage system(801-2F1).
Furthermore, restaking or additional staking required to conform with the
approved drainage layout drawing is considered incidental to the work"(801-2F2).
Returning to the project to correct this oversight is not "Supplemental
Surveying". If additional drainage structures or pipe are required, that
would not have been necessary if the conflicting utility had been located
and designed around, the Resident Engineer should consider not paying for
the additional quantities of drainage work that have been made necessary
by the surveyor’s failure to adequately investigate underground utilities.
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