J.F. Shea Co. v. United States

31 Cont. Cas. Fed. 71,811, 4 Cl. Ct. 46, 1983 U.S. Claims LEXIS 1556
CourtUnited States Court of Claims
DecidedNovember 30, 1983
DocketNo. 224-82C
StatusPublished
Cited by60 cases

This text of 31 Cont. Cas. Fed. 71,811 (J.F. Shea Co. 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
J.F. Shea Co. v. United States, 31 Cont. Cas. Fed. 71,811, 4 Cl. Ct. 46, 1983 U.S. Claims LEXIS 1556 (cc 1983).

Opinion

OPINION

MEROW, Judge:

This construction contract case comes before the court on defendant’s motion for summary judgment, plaintiff’s opposition to summary judgment, and defendant’s reply.1

[49]*49 Nature of the Case

In this action plaintiff alleges that during performance of its construction contract with the Department of Interior, Bureau of Reclamation, in which plaintiff was required to build a 7.34-mile aqueduct at a lump sum cost of $25,696,320, it encountered a differing site condition within the meaning of the Differing Site Condition clause contained in Article 4(a)(1) of the General Provisions of the contract.2 Plaintiff contends that subsurface conditions it encountered differed materially from “indications” in the contract, causing plaintiff to install more steel rib supports in the aqueduct than the amount originally anticipated, which resulted in plaintiff incurring additional expenses of $5,614,962. Plaintiff also asserts a “superior knowledge” claim, by alleging that defendant concealed material facts vital to plaintiff's performance under the contract such that the government breached its contract with plaintiff. Lastly, plaintiff maintains that its claim for damages has been properly certified in accordance with 41 U.S.C. § 605(c)(1), although plaintiff’s claim has been increased by $1,674,735 (from $3,940,227 to $5,614,962) since it was first certified and submitted to the contracting officer in accordance with 41 U.S.C. § 605(a).

Defendant, on the other hand, maintains that summary judgment should be granted because the subsurface conditions Shea encountered did not materially differ from all “indications” in the contract documents. Defendant also contends that it disclosed all material facts in its possession to plaintiff (and to all other bidders) and that its nondisclosure of opinions, inferences, and subjective conclusions flowing from disclosed facts is not actionable as a breach of contract by defendant; Lastly, defendant insists that the court lacks jurisdiction in this action because the total amount of plaintiff’s claim has not been properly submitted and certified to the contracting officer in accordance with 41 U.S.C. § 605.

Factual Background

Defendant solicited bids in 1975 for the construction of a 7.34-mile aqueduct known as “Vat Tunnel, Strawberry Aqueduct, Bonneville Unit, Central Utah Project” (Vat Tunnel). Plaintiff, J.F. Shea Co., submitted the lowest bid price of $25,696,320 and was awarded the contract on August 29,1975. The solicitation issued by defendant contained two bidding schedules. Schedule I, on which Shea did not bid, required that proposals be submitted on a “unit price” basis. Estimated quantities of 2.190.000 pounds of steel rib supports and 140.000 linear feet of rock bolt support were set forth in Schedule I and bidders were requested to propose a unit price for each support based on the stated quantities. The “Quantities and Prices” clause of the Special Provisions of the solicitation3 informed bidders that the estimated quantities would be used for bid comparison purposes only. If additional supports above [50]*50the amount required by the drawings became necessary during contract performance, the contracting officer’s approval was required “for the quantities which, in the judgment of the contracting officer, are necessary for satisfactory construction.”

Schedule II, on which Shea did bid, called for proposals on a “linear foot" basis irrespective of the type, amount or frequency of support (either rock bolts or steel rib supports) which the contractor planned to utilize in constructing the tunnel. Schedule II set forth the number of linear feet (38,-760) of the proposed 7.34-mile aqueduct and bidders were instructed to propose a lump sum for the entire construction of Vat Tunnel.

Although Shea bid on Schedule II, it asserts it relied on the estimates of steel rib supports contained in Schedule I in preparing its bid. Thus, Shea maintains that the Schedule I bidding information applies to its contract. Shea further asserts that the estimates in Schedule I were confirmed by other “indications” in the contract such as boring logs showing subsurface conditions consistent with the bidding schedule estimates, and specification requirements in the contract indicating that 50 percent of Vat Tunnel could be supported by rock bolts and, therefore, 50 percent of the tunnel did not require steel rib supports, contrary to the subsurface conditions plaintiff encountered. Plaintiff also insists that the contract documents, as a whole, including a report entitled “1972 Preconstruction Geology Report of the Vat Tunnel Line (G-279)” prepared by the Department of the Interior and provided to bidders for their perusal, further corroborated the accuracy of bidding schedule estimates. Plaintiff contends that the lack of a divided bid item4 in Schedules I and II and the inclusion of one in Schedule III is a further “indication” that the subsurface conditions plaintiff would encounter, and the steel rib support needs of Vat Tunnel, would closely resemble the government’s bidding estimates contained in Schedule I. Lastly, plaintiff asserts that it performed its own pre-bid site investigation of the geologic conditions and, furthermore, that plaintiff engaged a consulting firm to perform two inspections of the subsurface geology at the tunnel site. It is asserted that the results of all on-site investigations only confirmed the accuracy of the government bidding estimates in Schedule I. Although the plaintiff has alleged numerous indications in the contract documents consistent with the government’s estimated quantity of steel rib supports of 2,190,000 pounds, plaintiff found it necessary to install 4,260,861 pounds of steel rib supports during actual construction.

Discussion

The purpose served by the Differing Site Conditions clause in a construction contract, which permits a contractor to seek an equitable adjustment in the contract price for a changed condition, is to prevent bidders from increasing their bid prices to protect against misfortunes resulting from unforeseen developments, Chernus v. United States, 110 Ct.Cl. 264, 267, 75 F.Supp. 1018, 1019 (1948), and thus avoid turning a construction contract into a “gambling transaction.” Peter Kiewit Sons’ Co. v. United States, 109 Ct.Cl. 517, 522-23, 74 F.Supp. 165, 168 (1947).

There are two types of changed conditions which can form the predicate for recovery under the Differing Site Conditions clause of a contract. Type I, under which plaintiff’s claims fall, requires that [51]*51subsurface or latent physical conditions at the site differ materially from those indicated in the contract, Foster Construction Co. v. United States, 193 Ct.Cl. 587, 594, 435 F.2d 873, 876 (1970), and that these conditions be reasonably unforeseeable by the contractor. Mojave Enterprises v. United States, 3 Cl.Ct. 353, 357 (1983).

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Cite This Page — Counsel Stack

Bluebook (online)
31 Cont. Cas. Fed. 71,811, 4 Cl. Ct. 46, 1983 U.S. Claims LEXIS 1556, Counsel Stack Legal Research, https://law.counselstack.com/opinion/jf-shea-co-v-united-states-cc-1983.