AMERICAN WELDING SOCIETY (AWS)
AWS D1.1/D1.1M
(2004) Structural Welding Code - Steel
ASTM INTERNATIONAL (ASTM)
ASTM A 36/A 36M
(2004) Carbon Structural Steel
ASTM A 572/A 572M
(2004) High-Strength Low-Alloy
Columbium-Vanadium Structural Steel
ASTM A 588/A 588M
(2004) High-Strength Low-Alloy Structural
Steel with 50 ksi (345 MPa) Minimum Yield
Point to 4 in. (100 mm) Thick
ASTM A 690/A 690M
(2000a) High-Strength Low-Alloy Steel
H-Piles and Sheet Piling for Use in Marine
Environments
ASTM D 1143
(1981; R 1994e1) Piles Under Static Axial
Compressive Load
1.2
BASIS FOR BIDS AND PAYMENT
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NOTE: The following paragraphs anticipate bids on a
lump sum price for piling covered by this section,
with directed changes being in accordance with the
CONTRACT CLAUSES or in accordance with unit prices.
Where the basis for bidding is based on unit price,
these paragraphs should be deleted and paragraph
BASIS OF PAYMENT used.
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1.2.1
Principal Sum
The bid price for piling shall be a principal sum based on TABLE 1
(including [_____] test piles) having a total aggregate length of [_____]
meters feet and shall include [_____] [_____]-kN [_____]-ton load tests and
[_____] test pile withdrawals, as specified.
TABLE 1.
PILE SCHEDULE FOR BIDDING
Location
Number
Size
Capacity
Length
__________
________
_______
__________
________
[_____]
[_____]
[_____]
[_____]
[_____]
1.2.2
Variations in Pile Quantities
From the results of laboratory tests on soil samples and data obtained as a
result of driving and loading the test piles specified herein, the
Contracting Officer will determine and will list for the Contractor
"calculated" pile tip elevations and the minimum driving resistances for
all piles. The Contracting Officer reserves the right to increase or
decrease the aggregate length of piles to be furnished and installed by
changing the pile locations or elevations, requiring the installation of
additional piles, or directing the omission of piles from the requirements
shown and specified. Should the total pile length installed vary from that
SECTION 02456A
Page 4