Central Steel Erection Co. v. Will

304 F.2d 548
CourtCourt of Appeals for the Ninth Circuit
DecidedMay 16, 1962
DocketNo. 17108
StatusPublished
Cited by27 cases

This text of 304 F.2d 548 (Central Steel Erection Co. v. Will) is published on Counsel Stack Legal Research, covering Court of Appeals for the Ninth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Central Steel Erection Co. v. Will, 304 F.2d 548 (9th Cir. 1962).

Opinion

POPE, Circuit Judge.

The appellant, Central Steel Erection Co., hereafter called Central Steel, had a contract with the United States for the construction of three radar towers for use by the United States Air Force, two of these towers to be erected at Ft. Law-ton, in Seattle, Washington, and one at Neah Bay, some eighty miles distant from Seattle. As part of its contract, and pursuant to the provisions of the Miller Act, Title 40 U.S.C.A. §§ 270a and 270b, Central Steel procured and furnished the bond required by said Act, executed by appellant United States Fidelity & Guaranty Co., as surety, providing for the security of subcontractors and material-men in the performance of their work under said contract.

Central Steel, prime contractor, then entered into a subcontract with the ap-pellees Will and Larsen, partners doing business under the firm name and style of Willar Construction Company, providing for the construction by said sub[550]*550contractors of the foundations for said three radar towers. The subcontract provided for payment to Willar of a total sum of $32,841. It expressly provided for a deviation by subcontractors from the plans and specifications in one particular: The specifications required that the tower foundations at Ft. Lawton should be built according to what was known as type 305; however, the subcontract, by way of deviation, specifically called for those foundations to be built according to a plan or type known as 259.

The contract between the parties recited that responsibility for this deviation would be that of the prime contractor “without prejudice to rights of subcontractor in event of rejection by government.” Type 259 called for construction of a foundation consisting of two concentric rings of concrete columns set in the ground to which the tower supports would be attached. The Government refused to permit this attempted alteration in the specifications and insisted upon type 305 foundations as called for in the original specifications. These called for a solid concrete slab as foundation and construction in that manner required more concrete and more steel and other materials. Appellees were then required to build the 305 type foundations at Ft. Lawton thereby supplying more material and more labor than that contemplated by the subcontract as executed.

Under the contract executed between the parties with respect to the Neah Bay foundation, the subcontractors were required to clear away an old foundation and then drill into the underlying rock and anchor to it by grouting in the tower anchor bolts. When the appellees began work at Neah Bay, it was discovered that there was no underlying rock. Central Steel then directed the appellees to leave the site at Neah Bay and not to proceed until further directions were given them.

It was discovered that a heavy concrete foundation had to be built at the planned location at Neah Bay. Appellees were then requested by Central Steel to build such a foundation. They proceeded to do so and completed all the requested work, including the building of the type 305 foundations at Ft. Lawton. No question arises as to the completion of the requested work in a satisfactory manner.

Central Steel paid to Willar the sum of $28,557. It is conceded that the amounts of labor and materials actually furnished in the construction of the three foundations were substantially more than that called for in the original subcontract.

The action was instituted in the court below against Central Steel and the United States Fidelity and Guaranty Co. to recover a balance alleged to be due Willar for the construction referred to. The parties are in disagreement as to just what their agreement was with respect to the amount required to be paid to Willar for the extra and additional work, labor and materials which Willar furnished. This difference arises out of the varying interpretations of the effect of certain letters which were exchanged between the parties when it became apparent that different and more expensive foundations would have to be constructed at Fort Lawton, and that entirely different procedures would have to be utilized in the construction of the foundation at Neah Bay.

Willar first submitted two lump sum proposals covering the additional or different work in letters to Central Steel dated August 6 and August 7, 1959. On August 12, 1959, Central Steel wrote to Willar directing the latter to proceed at once with the work at Ft. Lawton stating that work at Neah Bay would be held up pending advice from the Air Force concerning the changes. Referring to the Ft. Lawton job, this letter stated: “The work will be done there on a cost plus 10%. * * * The same basis will be used on Neah Bay.” On August 21, Central Steel advised Willar that it had received a directive from the Government Contracting officer relating to the Neah Bay job. The letter also directed Willar to commence work immediately at Neah Bay and at Ft. Lawton.

On September 2, 1959, Willar wrote to Central Steel advising that they were pro[551]*551ceeding with the work at both Ft. Lawton and at Neah Bay. The letter further stated that Willar would do the Ft. Law-ton job for a lump sum stated in the letter. On September 8, following, Central Steel wrote Willar stating: "We [sic] will do the additional work on the basis of our letter of August 12, 1959. Your proposal of September 2, 1959, is rejected.”

On September 18, 1959, Willar wrote to Central Steel with respect to the progress of the work and stated: “We received your letter dated September 8, 1959 today and it seems to me that Central Steel Erection Company is trying to modify our contract agreement. For any changes of the contract both parties have to agree and cannot be changed from just the say so from either party.” After describing the work already completed, the letter stated: “So far this work was based on the original bid plus the changes required by you and on our additional proposal with our latest revision. The Ft. Lawton job is going on based on our latest proposal or as changes stated in the contract.”

It thus appears that while the work on all these foundations was being carried on by Willar on the direction of Central Steel, the parties were writing each other back and forth, Central Steel stating that the work would be done on cost plus 10% and Willar stating that the work is being done “on our latest proposal”, — a proposal for a lump sum amount.

The court found with respect to Ft. Lawton: “That no contract or agreement was entered into between the parties specifying the method of compensation for the furnishing and placement of the additional materials and additional labor required to conform to the specifications of the contract with the United States of America.”

The court made a similar finding with respect to the compensation for work at Neah Bay. We think it plain that this finding, in the light of the correspondence between the parties and the testimony given at the trial, was not erroneous but was supported by the record.

What happened was that Willar was requested to do certain extra and additional work but there was never any meeting of the minds of the parties upon any arrangement or system of compensating them. The court therefore found that Willar was entitled to be paid on a basis of quantum meruit.

Appellants argue that Willar cannot maintain this action for failure first to exhaust their administrative remedies.

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Bluebook (online)
304 F.2d 548, Counsel Stack Legal Research, https://law.counselstack.com/opinion/central-steel-erection-co-v-will-ca9-1962.