price, this paragraph should be deleted and the
following paragraphs substituted in lieu thereof.
BASIS OF PAYMENT
Unit Price: The Contracting Officer will reserve
the right to increase or decrease the length of
piles to be furnished and installed, by changing the
foundation pile locations or elevations, requiring
the installation of additional piles, or requiring
omission of piles from the requirements shown and
specified. Whether or not such changes are made,
the Contractor will be paid at the contract price
per linear foot (including test piles), multiplied
by the total linear meters (feet) of acceptable
piles actually installed.
Full Compensation: Payment in accordance with the
above paragraph, Unit Price, shall constitute full
compensation for furnishing, delivering, handling,
and/or installing (as applicable) all material,
labor and equipment necessary to meet contract
requirements applicable to the foundation piles.
The Contractor will not be allowed payment for
withdrawn, broken or rejected piles, nor (except for
control test piles) for a portion of any pile
remaining above the cut-off point.
Load Tests: The contract includes [_____] pile load
tests. The Contracting Officer reserves the right
to increase or decrease the number of pile tests.
Adjustments in the contract price will be made for
each such increase or decrease in the amounts bid
for "Additional Pile Load Test" or "Omitted Pile
Load Test."
**************************************************************************
For load-supporting piles, payment will be based on the number and spacing
of piles as indicated, and on lengths from tip to cutoff as follows:
Number of Piles
Length, meters
_________________
______________
[_____]
[_____]
[_____]
[_____]
[_____]
[_____]
Number of Piles
Length, feet
_________________
______________
[_____]
[_____]
[_____]
[_____]
[_____]
[_____]
Fender piles shall be [_____] meters feet in length from tip to cutoff.
Dolphin piles shall be [_____] meters feet in length from tip to cutoff.
From the data obtained as a result of driving the test piles and load tests
specified, the Government will determine and will list for the Contractor
the "calculated" pile tip elevations and the driving resistances for all
SECTION 02457A
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