Anderson v. United States

34 F. Supp. 490, 1940 U.S. Dist. LEXIS 2846
CourtDistrict Court, W.D. Washington
DecidedSeptember 3, 1940
DocketNo. 8561
StatusPublished
Cited by2 cases

This text of 34 F. Supp. 490 (Anderson v. United States) is published on Counsel Stack Legal Research, covering District Court, W.D. Washington primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Anderson v. United States, 34 F. Supp. 490, 1940 U.S. Dist. LEXIS 2846 (W.D. Wash. 1940).

Opinion

YANKWICH, District Judge.

On February 10, 1930, Eivind Anderson, the plaintiff, entered into a written contract with the United States of America, through Ferry K. Heath, Assistant Secretary of the Treasury, acting under the direction of the Secretary of the Treasury, agreeing to construct and complete, according to the plans and specifications attached to the contract, a building to be known as the United States Immigrant Station and Assay Office, at Seattle, Wash[491]*491mgton, at an agreed price of $517,588. He began construction of the building on March 5, 1940, and completed it on November 15, 1931.

In an action under the Tucker Act, 28 U.S.C.A. § 41(20), the plaintiff seeks to recover a total of $5,166.60 claimed to be due him under the contract.

Briefly stated, the facts upon which the demand is based are these:

The plaintiff drove four test piles, after 'which he determined that 777 precast concrete piles of the following lengths: 252 piles 42 feet long; 479 piles 40 feet long; 23 piles 45 feet long; 23 piles 30 feet long; would be necessary to fulfill the requirements of the specifications and contract and to comply with the formulae set forth in them, and to achieve the requisite bearing value of thirty tons.

He manufactured the concrete piles in these lengths, but was not allowed by the Construction Engineer of the Government, acting for the Supervising Architect and the United States, to drive them their full length.

As a result, the plaintiff was compelled to cut off various portions of precast concrete piles, projecting above the elevation determined on by the Construction Engineer, of a total length of 2,606 linear feet.

The complaint stated, and the plaintiff testified at the trial, that the contractual value of the concrete piles so cut off and severed was $3,922.50 and the additional labor and expenses incurred in' cutting them off was $1,244. Claims for these amounts were filed by the plaintiff and were disallowed by the Comptroller General on October 29, 1932.

We need not review, in detail, the proof in the record. So far as material, additional facts will be referred to in the discussion to follow.

I am of the view that the plaintiff has ' not met the burden of proving the liability of the government or its obligation to pay for the footage of pilings not driven and cut off on the order of the construction engineer, Clarence E. Swift.

The contract clearly contemplated the use of a definite amount of precast concrete piling in the construction of the building. Overage was to be paid for by the government at $2.50 per foot additional. Underage was to be deducted at the rate of $1.50 per foot.

Payment was, therefore, to be on the basis of piling actually used <md put into the job. Less footage was used than -the amount contemplated in the contract.

The contractor does not dispute this.

But he insists that this resulted from the fact that, after he made and drove a small number of test piles, and determined, from the test, the length of pile necessary to fill the requirements of the specifications and contract and to comply with the formulae therein and to achieve the requisite bearing value of thirty tons, he was not allowed to drive them their full length, and with points of piling at elevations of minus thirty four feet. “

The vice of the argument is manifold.

While it is true that the tests were made, there is no showing that the construction engineer, representing the government, ordered the defendant to construct a definite number of piles in accordance with the test piles constructed and driven.

The acquiescence of the construction engineer in the tests was a preliminary step only.

It was not a waiver of the provision requiring payment on the basis of what was actually used in the construction.

Nor was it a waiver of the conditions in the plans and specifications relating to the method of driving. See United States v. Barlow, 1902, 184 U.S. 123, 22 S.Ct. 468, 46 L.Ed. 463.

The contractor seems to ground his entire case upon the provision in the specifications which sets the points of piling at elevation minus 34. But this is not the only test provided jn the specifications. Final penetration which will safely support thirty tons, is also made a test.1

If these provisions conflict, a factual dispute arises, the determination of which [492]*492is left to the construction engineer. He determined, as to each piling, when, in his judgment, a load carrying capacity of' thirty tons had been reached. Compliance with the instructions not to drive to the full depth did not make the government [493]*493liable for the surplus footage which the contractor, in anticipation, had constructed or for the cost of cutting the extra heights down to the required minimum level.

In sum, all that the construction engineer did was to determine a factual dispute arising from conflicting interpretations of the plans and specifications.

Departmental proceedings instituted by the contractor sustained the construction engineer.

No showing of bad faith or fraud appearing, finality attaches to these determinations. See United States v. Gleason, 1900, 175 U.S. 588, 20 S.Ct. 228, 44 L.Ed. 284; Ripley v. United States, 1912, 223 U.S. 695, 750, 32 S.Ct. 352, 56 L.Ed. 614; and see my opinion in Wenzel & Henoch Construction Co. v. Metropolitan Water District, D.C., 1937, 18 F.Supp. 616.

But just as administrative finality bars recovery by the plaintiff for the footage not used and the cost of cutting it off to the desired level, the government’s final settlement with the contractor and its acceptance of the building, bars, in the absence of fraud, recovery based upon an overestimate of the actual footage. There was no illegal payment where payment was not due as in Heidt v. United States, 5 Cir., 1932, 56 F.2d 559, and other cases relied on by the government. Here the government did not pay anything in excess of the contract price. It. merely failed to claim a deduction which it might have claimed. The final settlement forecloses the matter.

Hence, neither party shall recover from the other and each shall pay its own costs.

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Related

Anderson v. United States
123 F.2d 13 (Ninth Circuit, 1941)
Consolidated Engineering Co. v. United States
35 F. Supp. 980 (W.D. Washington, 1940)

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Bluebook (online)
34 F. Supp. 490, 1940 U.S. Dist. LEXIS 2846, Counsel Stack Legal Research, https://law.counselstack.com/opinion/anderson-v-united-states-wawd-1940.