Al Johnson Construction Company v. The United States

854 F.2d 467, 34 Cont. Cas. Fed. 75,539, 1988 U.S. App. LEXIS 11239, 1988 WL 84898
CourtCourt of Appeals for the Federal Circuit
DecidedAugust 18, 1988
Docket88-1068
StatusPublished
Cited by24 cases

This text of 854 F.2d 467 (Al Johnson Construction Company v. The United States) is published on Counsel Stack Legal Research, covering Court of Appeals for the Federal Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Al Johnson Construction Company v. The United States, 854 F.2d 467, 34 Cont. Cas. Fed. 75,539, 1988 U.S. App. LEXIS 11239, 1988 WL 84898 (Fed. Cir. 1988).

Opinion

NICHOLS, Senior Circuit Judge.

This contract appeal arises under a construction contract awarded as long ago as 1973 by the Army Engineers, with performance date extended to January 2, 1978, but the original dispute was converted to claims under the Contract Disputes Act of *468 1978, 41 U.S.C. § 601 and ff. The contractor elected to appeal to the Corps of Engineers Board of Contract Appeals under section 606 the unfavorable portions of the contracting officer’s decision. The board’s decision, Al Johnson Construction Co., ENG BCA Nos. 4078, 4818, 87-3 BCA (CCH) ¶ 19,980 (July 13, 1987) [available on WESTLAW, 1987 WL 41165], allows the claims in part, but rejects the largest portion, and the appeal here is not accompanied by any government cross-appeal. The issues are mostly factual, as to which our scope of review is limited as stated in 41 U.S.C. § 609(b) ** and in Erickson Air Crane Co. v. United States, 731 F.2d 810, 814 (Fed.Cir.1984). There is an important legal issue novel to this court, and apparently to the board and parties, as to the proper scope and application of the Spea-rin doctrine (United States v. Spearin, 248 U.S. 132, 39 S.Ct. 59, 63 L.Ed. 166 (1918)). According to Spearin, if a construction contractor is bound by contract to build according to plans and specifications provided by the owner, he will not be responsible for the consequences of defects in the plans and specifications. On the contrary, there is an “implied warranty” (248 U.S. at 137, 39 S.Ct. at 61) that “if the specifications were complied with ” (emphasis supplied), the work would be adequate. The implied warranty is not overcome by the customary self-protective clauses the government inserts in its contracts, as in Spearin itself, requiring the contractor to examine the site, to check the plans, and to assume responsibility for the work, including its safekeeping, until completion and acceptance. The Spearin doctrine is much alive today, and we have recently had occasion to extend and apply it in a case other than a construction contract dispute. USA Petroleum Corp. v. United States, 821 F.2d 622 (Fed.Cir.1987).

The problem here is how the implied warranty is to be applied in an instance when the contractor has not fully complied with the specifications he asserts were defective. We determine that the board was substantially correct in its handling of this matter in view of its factual conclusions which have been much debated by the parties, but which are outside the proper scope of our review. We therefore affirm.

Background

The contract was for construction of a spillway near Gainesville, Alabama, as a part of the Tennessee-Tombigbee Waterway project. The work was estimated to require 35 months to complete, 45 from the Notice to Proceed. It was to be completed in two stages. Stage I consisted of work on the right bank of the river (facing downstream) requiring a cofferdam and coffer-dike, sheltering excavation and concrete placement, among other matters. Upon completion of that stage, Stage II would follow a move called a “switchover” from one bank to the other, and on the left bank extended work would follow to completion. The “switchover” could only be effected in dry weather, so anything that delayed the “switchover” to a wet (winter) season could result in compounding the delay. Thus delays in Stage I could have an impact far exceeding the length of such delays.

The claims were not for contract breaches, but under the Changes, Differing Site Conditions, and Variations in Estimated Quantities Clauses. The nexus between these clauses and the actual facts of the claims is not discussed. The original Spea-rin case was a breach case, but provisions within contracts for contract relief were not yet in use when the Spearin contract was awarded. It might be assumed today that the facts of that case would now be dealt with as a constructive change order and compensable within the contract *469 changes article, and therefore not now a breach.

The contractor was allowed extensions of time for delays caused by inclement weather. These did not allow for added overhead resulting from delay, or for direct costs incurred owing to alleged derelictions by the government, and such added costs are the subject of the present appeal.

The board dealt first with delay and added cost incurred in constructing an access road to the right bank worksite. The board allowed a constructive change for conditions contrary to the contract specifications, which it considered to have been defective. It allowed 43 days’ delay from the access road problem alone, which allowance is not disputed before us. A delay of 43 days alone would not have sufficed to postpone the switchover until after inclement weather had begun, with its potential for compounding the costs. We are not asked to review the 43 days’ allowance for the access road and problems related to it, and do not do so.

The board dealt next with the so-called “berm failure” problem. The contract required the contractor to provide a temporary “berm” on the right bank to be placed against “coffercells” and impart stability to them. It was to be a sort of sand dune. The river commenced to rise December 24, 1974, due to heavy rains, at which time the berm was not completed, being 7-to-8-to-10 feet below the specification height of 22 feet. There was not sufficient contractor personnel to deal with the situation because of the season, and there was not enough material at the site to complete the berm. Water began to percolate through the coffercells into the berm and December 26 it commenced to liquify and slough away. Its material spread out into an excavated area, causing a mess that had to be cleared away before work could resume. The board did not believe a witness for the contractor who said the deficient height of the berm had nothing to do with its failure, and apparently did believe a government witness who said, more cautiously, the berm, if of full height, might or might not have failed. The board speculated that the inadequate height of the berm might have caused instability of the coffercells causing them to open up and admit passage of more water than would have been the case with a berm of specification size. It did not so find and clearly did not think it was required to find whether the berm specification was defective or whether any such defect, of several the contractor pointed out, would have caused the failure. It accepted, at least arguendo, that the berm failure caused a 38-day delay, but refused to find it was a compensable delay.

The contractor strove mightily to complete the necessary right bank work before the last possible switchover date in 1975, but failed to meet it, and consequently was unable to switchover until 1976.

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Bluebook (online)
854 F.2d 467, 34 Cont. Cas. Fed. 75,539, 1988 U.S. App. LEXIS 11239, 1988 WL 84898, Counsel Stack Legal Research, https://law.counselstack.com/opinion/al-johnson-construction-company-v-the-united-states-cafc-1988.