L.G. Everist, Inc. v. United States

30 Cont. Cas. Fed. 70,356, 231 Ct. Cl. 1013, 1982 U.S. Ct. Cl. LEXIS 498, 1982 WL 1450
CourtUnited States Court of Claims
DecidedSeptember 24, 1982
DocketNo. 571-80C
StatusPublished
Cited by6 cases

This text of 30 Cont. Cas. Fed. 70,356 (L.G. Everist, Inc. v. United States) is published on Counsel Stack Legal Research, covering United States Court of Claims primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
L.G. Everist, Inc. v. United States, 30 Cont. Cas. Fed. 70,356, 231 Ct. Cl. 1013, 1982 U.S. Ct. Cl. LEXIS 498, 1982 WL 1450 (cc 1982).

Opinion

Plaintiff in this case seeks direct access review of a contracting officer’s decision under the provisions of the Contract Disputes Act of 1978. The case is before us on defendant’s motion for summary judgment. Plaintiff opposes the motion on the grounds that genuine issues of material fact remain and that defendant is not entitled to judgment as a matter of law. We grant defendant’s motion for summary judgment.

As is usual in this kind of case, plaintiff seeks relief both off and on the contract. Off the contract, plaintiff alleges that defendant has breached the contract on two theories. First, plaintiff claims that the Government fraudulently misrepresented the quantity of acceptable rock in a quarry that the Government had approved as a source for rock for the project herein. Second, plaintiff claims that the Government had superior knowledge of the quantity of acceptable rock, which it had a duty to disclose to plaintiff but did not. On the contract, plaintiff claims entitlement to an equitable adjustment based on the Differing Site Conditions clause of the contract for the unexpectedly small quantity of acceptable rock in the quarry. We will discuss these three issues in the foregoing order.

Before reciting the facts, we note our conclusion that there are no genuine issues of material fact in the record which would, in themselves, preclude summary judgment. While the inferences and conclusions drawn from the facts [1014]*1014by the parties differ radically at times, the underlying material facts are not in genuine dispute.

In early 1978, the Soil Conservation Service (scs) of the Department of Agriculture began planning the construction of emergency streambank restoration on the Aravaipa Creek in Arizona. As set out in the invitation for bids (ifb), the contract, and the specifications, the basic design of this project involved a compacted earth fill core, with rock facing — called "riprap” — to prevent erosion. The specification for the riprap1 read, in pertinent part:

2. MATERIALS
Individual rock fragments shall be dense, sound and free from cracks, seams and other defects conducive to accelerated weathering. The rock fragments shall be angular to subrounded in shape. The least dimension of each individual rock fragment shall be not less than one-third the greatest dimension of the fragment.
Rock from the designated sources, or from other sources approved by the Engineer[,] shall be excavated, selected, and handled as necessary to meet the grading requirements in Section 8 of the specification or on the drawing. * * *

The specification addresses the characteristics of riprap. First, it describes the quality of the rock itself. This aspect of riprap is discussed at some length in the scs National Engineering Handbook, cited by plaintiff, where the "quality” of rock is described ¿s its soundness and durability. Second, the specification describes the size, or grading, of the rock used for riprap. The approval requirement in section 8 — "The suitability of the rock for riprap shall be approved by the Engineer * * *” — refers to these characteristics.

Besides its characteristics, the other issue concerning the riprap is its source. There are only two references to source in the contract. The first is Special Provision 2(a):

Unless otherwise specified in this contract the Contractor shall furnish all materials required for the completion of the contract.

The second is in the specification, quoted above: "the designated sources, or * * * other sources approved by the [1015]*1015Engineer.” In the absence of any other contract provisions relating to source, we must conclude that there is no "designated source” of rock, that the contractor is free to find and use any source, that it is the contractor’s duty to find a source, and that the source chosen by the contractor is to be approved by the Government with respect to the quality and grading of the rock derived therefrom.

On November 17, 1978, as part of the preparation for the project, Aubrey C. Sanders, Jr., an experienced Government geologist, made a field trip to one potential local source of riprap, the Lackner quarry, for the purpose of determining whether there was any local source of riprap. Unless some source existed, regardless of its commercial attractiveness, the project could not be undertaken at all. The Lackner quarry was close to the project site, but it was neither owned, operated, nor used by the Government.

Mr. Sanders stayed at the quarry for about one and a half hours and produced a report (dated November 27, 1978) in which he stated that the rock was of sufficient quality but expressed some reservations about the particular source. Noting that the rock was extensively fissured and jointed, he was concerned that there could be "some problem relative to excessive breakdown of the rock, thereby yielding an excessive quantity of undersized materials.” He concluded that, all told, the quarry would provide a sufficient quantity of rock of the appropriate grading, but he cautioned that "a determination to use this source should be contingent upon the results of * * * test quarrying to evaluate the breakdown characteristics of the rock.”2 The report was not made available to prospective bidders.

On March 16, 1979, the ifb was issued. It contained the contract provisions discussed above and announced that tours of the site would be conducted. Pursuant to this notice, an employee of plaintiff, L. G. Everist, who was not a geologist, participated in a site tour on April 4, 1979, led by Bob Kilcrease, the scs Area Engineer. Mr. Everist (along [1016]*1016with others) was taken to the construction site and then to the Lackner quarry. Mr. Kilcrease told the group that the Lackner quarry was an approved source. According to his testimony, Mr. Everist took this to mean that there was a sufficient quantity of rock of adequate quality to satisfy the requirements of the contract. Mr. Kilcrease also made it clear that the Government did not own the quarry and that bidders would have to strike their own bargain with Lackner. Mr. Everist left the tour with the impression that the Government expected that the Lackner quarry would be used because of its proximity, but that bidders were free to use another quarry, so long as its rock was approved.

A few days later, on April 9, 1979, Mr. Everist again toured the quarry, this time with George Spencer, another employee of plaintiff. Mr. Spencer was not a geologist but he had had 30 years of experience in evaluating potential quarry sites for plaintiff. Mr. Spencer flew over Lackner and another potential local source, the Grand Reef Mine, and he toured Lackner on foot. He was aware that Lackner was approved for quality and understood that his task was to decide whether it was also economical. From the record it is clear that Mr. Spencer made virtually the same observations as Mr. Sanders did, but Mr. Spencer conducted no laboratory tests and did not consider test quarrying due to the small size of the project. He concluded that the Lackner quarry should be used and recommended it to his superior.

Plaintiff submitted its bid on April 11, 1979, and was awarded the contract on May 2, 1979.

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Bluebook (online)
30 Cont. Cas. Fed. 70,356, 231 Ct. Cl. 1013, 1982 U.S. Ct. Cl. LEXIS 498, 1982 WL 1450, Counsel Stack Legal Research, https://law.counselstack.com/opinion/lg-everist-inc-v-united-states-cc-1982.