In the United States Court of Federal Claims
No. 11-31C, No. 11-360C
(Filed: March 14, 2014)
* * * * * * * * * * * * *
*
WESTON/BEAN JOINT VENTURE, *
* RCFC 56(a);
Plaintiff, * Summary Judgment;
* FAR 52.236-2(a);
v. * Differing Site Conditions;
* Defective Specifications;
THE UNITED STATES OF AMERICA, * Maintenance Dredging
*
Defendant. *
*
* * * * * * * * * * * * * *
Michael H. Payne, Cohen, Seglias, et al, Philadelphia, PA, for plaintiff.
Jeffrey David Klingman, Civil Division, United States Department of Justice,
Washington, DC, for defendant.
OPINION AND ORDER DENYING CROSS MOTIONS FOR SUMMARY JUDGMENT
These consolidated cases arise out of a contract between the plaintiff, Weston/Bean Joint
Venture (hereinafter “WB”), and the Army Corps of Engineers, for dredging of the Miami River
and disposal of contaminated sediments. The cases are before the Court on the parties’ cross
motions for summary judgment.
In its complaint and briefs, WB alleges that when it began to perform its work under the
contract, the subsurface conditions it found were materially different from those indicated in the
contracting documents. Specifically, WB alleges that while the contract indicated that the
sediments it would be required to dredge and process would consist of fine or coarse particles
less than one to two inches in size, the actual sediments WB encountered contained significant
amounts of large gravel, as well as cobbles and boulders. Compl. (No. 11-31) (hereinafter
“Compl. 1”) ¶¶ 67-73, 96-98; Pl.’s Resp. 9-11. It further claims that these allegedly
unforeseeable conditions required it to incur significant excess costs related to the processing and
disposal of the sediments. Compl. 1 ¶¶ 106-113, 116-119; Compl. (No. 11-360) (hereinafter
“Compl. 2”) ¶ 83; Pl.’s Resp. 11-13. WB also claims that certain work that the Army Corp of
Engineers directed it to perform in connection with the project constituted a constructive change,
that the government provided defective specifications for the project which resulted in damage to
certain seawalls, that the government breached its implied duty to cooperate, that it unreasonably
failed to grant extensions of time to complete work, and that the government improperly retained
or assessed liquidated damages. Compl. 1 ¶¶ 102-105, 118; Compl. 2 ¶¶ 70-74, 80, 102,
132-137; Pl.’s Resp. 11-75. WB seeks an equitable adjustment of the contract amount, a time
extension of 348 days, and $12,423,937.23 in damages, plus interest, costs and attorney fees.
Pl.’s Resp. 1-2.
Both WB and the government have submitted voluminous briefs and exhibits in support
of their cross motions for summary judgment. In addition, the Court held oral argument on the
cross motions on March 7, 2014. For the reasons set forth below, the Court has concluded that
there exist disputed issues of material fact which render summary judgment inappropriate.
Further, the Court has concluded that the proper resolution of plaintiff’s claims would benefit
from full development of the record at trial. Accordingly, the cross motions for summary
judgment are denied.
DISCUSSION
A. Jurisdiction
The Court has jurisdiction over WB’s contract claims under the Tucker Act. 28 U.S.C. §
1491(a)(1) (conferring jurisdiction on the Court of Federal Claims to hear “any claim against the
United States founded . . . upon any express or implied contract with the United States, or for
liquidated or unliquidated damages in cases not sounding in tort”).
B. Standard for Summary Judgment
The standards for granting summary judgment are well established. Summary judgment
may be granted where there is no genuine issue of material fact and the movant is entitled to
judgment as a matter of law. Rules of the Court of Federal Claims (RCFC) 56(a); Anderson v.
Liberty Lobby, Inc., 477 U.S. 242, 250 (1986). A fact is material if it “might affect the outcome
of the suit under the governing law.” Id. at 248. An issue is genuine if it “may reasonably be
resolved in favor of either party.” Id. at 250.
The moving party bears the burden of establishing the absence of any genuine issue of
material fact, and all significant doubts regarding factual issues must be resolved in favor of the
party opposing summary judgment. Mingus Constructors, Inc. v. United States, 812 F.2d 1387,
1390 (Fed. Cir. 1987). “The fact that both parties have moved for summary judgment does not
mean that the court must grant judgment as a matter of law for one side or the other; summary
judgment in favor of either party is not proper if disputes remain as to material facts.” Id. at
1391. Further, the court should act with caution in granting summary judgment and may deny
summary judgment “where there is reason to believe that the better course would be to proceed to
a full trial.” Anderson, 477 U.S. at 255.
C. Summary Judgment is Inappropriate; the Adjudication of WB’s Claims Would Benefit
From Full Development of the Record at Trial.
The gravamen of WB’s complaint consists of a “Type I” differing site conditions claim
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based on the alleged existence of “subsurface or latent physical conditions at the site which differ
materially from those indicated in [the] contract.” FAR 52.236–2(a); Int’l Tech. Corp. v.
Winter, 523 F.3d 1341, 1348 (Fed. Cir. 2008); see also Renda Marine, Inc. v. United States, 509
F.3d 1372, 1376 (Fed. Cir. 2007) (differentiating Type I and Type II differing site conditions).
A contractor seeking to “establish entitlement to an equitable adjustment by reason of a Type I
differing site condition . . . must prove, by a preponderance of the evidence, that the conditions
indicated in the contract differ materially from those [the contractor] encounter[ed] during
performance.’” Randa/Madison Joint Venture III v. Dahlberg, 239 F.3d 1264, 1274 (Fed. Cir.
2001) (quoting H.B. Mac, Inc. v. United States, 153 F.3d 1338, 1345 (Fed. Cir. 1998); see also
Stuyvesant Dredging Co. v. United States, 834 F.2d 1576, 1581 (Fed. Cir. 1987)) (internal
quotations omitted). To determine whether plaintiff has met this burden, the court must “place
itself into the shoes of a ‘reasonable and prudent’ contractor, and ascertain whether the
conditions actually encountered were reasonably unforeseeable on the basis of all the information
available to the contractor at the time of bidding,” Spirit Leveling Contractors v. United States,
19 Cl. Ct. 84, 94 (1989) (quoting P.J. Maffei Bldg. Wrecking Corp. v. United States, 732 F.2d
913, 917 (Fed. Cir. 1984)).
There are “six indispensable elements” to a differing site condition claim: (1) that the
contract affirmatively indicated subsurface conditions upon which the contractor’s claims are
based; (2) that the plaintiff acted as a reasonably prudent contractor in interpreting the contract
documents; (3) that the contractor reasonably relied on the indications of subsurface conditions in
the contract; (4) that the subsurface conditions actually encountered differed materially from
subsurface conditions indicated in the contract; (5) that the subsurface conditions encountered
were reasonably unforeseeable; and (6) that the contractor's claimed excess costs were solely
attributable to the materially different subsurface conditions. Weeks Dredging & Contracting,
Inc. v. United States, 13 Cl. Ct. 193, 218 (1987).
As noted above, WB claims that the contract documents (including the data revealed by
the boring logs and wash probe tests, the character of materials clause, and the contractual
characterization of the project as one involving “maintenance” rather than “new work” dredging),
would be read by a reasonably prudent contractor as indicating that the sediments to be dredged
would consist largely of fine or coarse particles less than one to two inches in size. Pl.’s Resp.
26-33. It further alleges that the actual sediments WB encountered contained significant
amounts of large gravel, as well as cobbles and boulders, and that these allegedly unforeseeable
conditions resulted in it incurring significant excess costs related to the processing and disposal
of the sediments. Pl.’s Resp. 11-13. In support of these claims, it has provided, among other
things, the report and deposition testimony of its expert, Dr. James Mahar. Pl.’s Resp. 31; Pl.’s
Resp. App. 472-552. In response, the government argues that the contract documents made no
representation as to the quantity of oversized material in the sediment, and that WB cannot
establish the other elements of a differing site condition claim described above. Def.’s Reply
1-10.
In light of the standards applicable to differing site conditions claims and upon
consideration of the parties’ lengthy briefs and exhibits, the Court concludes that the “better
course” here (Anderson, 477 U.S. at 255) is to deny the cross motions for summary judgment and
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proceed to a full trial. There appear to exist several significant areas of material fact in dispute
with respect to the central claim in this case. These include, among others, a dispute as to what
subsurface conditions were “indicated” by the contracting documents in light of the character of
materials clause, the test result data, and the characterization of the work as “maintenance” rather
than “new work” dredging.1 The factual disputes also concern the extent to which the
conditions that WB actually encountered differed in a material way from the conditions
“indicated” in the contracting documents; whether the conditions encountered were reasonably
foreseeable; whether WB actually relied upon the conditions indicated by the contract documents
in making its bid; and the extent to which WB’s increased performance costs were caused by
materially different site conditions. Pl.’s Resp. 22-55; Def.’s Reply 1-18. There also exist
factual disputes regarding whether WB provided prompt notice of the differing site conditions
and, if not, the extent to which the government was prejudiced by any delay.2 Pl.’s Resp. 55-60;
Def.’s Reply 18-21.
Finally, there are factual disputes regarding WB’s other claims. The parties dispute, for
example, what caused the collapse of the Hooper Seawall. WB claims that the collapse was
caused by various “defective specifications” in the contracting documents; the government
asserts that the collapse resulted from WB’s negligence. Pl.’s Resp. 73; Def.’s Reply 26. The
Court acknowledges that it is skeptical that the contract provisions WB has cited in support of its
claims can be characterized as “design specifications” within the meaning of the case law.3 It is
1
To be sure, the interpretation of the contract (and its “indications”) involves the resolution of a
legal question. Int’l Tech. Corp., 523 F.3d at1350. To resolve that question, the court is
required to place itself in the shoes of a reasonable and prudent contractor interpreting the
contract documents. Id. In this case, the contract documents include what are alleged to be
terms of the trade (“maintenance dredging”) and technical data such as boring logs, as well as
wash probe and other test results. Thus, the resolution of the legal issue of the meaning of the
contract here is intertwined with issues of material fact. Cf. Metric Constructors, Inc. v. NASA,
169 F.3d 747, 753 (Fed. Cir. 1999) (considering evidence of trade practice and custom, and
reasonable reliance on that practice and custom, to show that the pertinent contract specifications
were “susceptible to two different reasonable interpretations”).
2
When proving that it encountered a Type I differing site condition, a contractor must establish
as a threshold matter that it “promptly, and before the conditions are disturbed, g[a]ve a written
notice to the Contracting Officer” of the alleged differing site condition. FAR 52.236–2(a). If
notice is not provided in writing, the contractor may attempt to proceed on a theory that the
government had actual or constructive notice of a differing site condition, and it “may recover if
[it proves that] defendant [was] not prejudiced by the lack of [written or oral] notice.” Dawco
Constr., Inc. v. United States, 18 Cl. Ct. 682, 693 (1989), aff’d in part, rev’d in part on other
grounds, 930 F.2d 872 (Fed. Cir. 1991, overruled by Reflectone, Inc. v. United States, 60 F.2d
1572 (Fed. Cir. 1995).
3
When a contractor is bound to follow design specifications supplied by the government, the
contract carries an implied warranty that the specifications are free from design defects. White
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similarly skeptical of WB’s claim based on an alleged breach of the implied duty to cooperate,
and its claim for excusable delay, both of which seem to fly in the face of specific provisions in
the contract that gave the government the option to direct WB to remobilize and resume work
within sixty calendar days from the time the government exercised the option. Nonetheless, the
Court has concluded that its understanding of those claims would be strengthened by the
opportunity to consider them after trial in the context of WB’s other claims, rather than
piecemeal and on the basis of the record developed in connection with the cross motions for
summary judgment. See Ehlers-Noll, GmbH v. United States, 34 Fed. Cl. 494, 499 (1995)
(court lacks discretion to grant a motion for summary judgment but it may deny one, even if the
court is convinced that the moving party is entitled to such a judgment, where the exercise of
sound judicial discretion may dictate that the motion should be denied, and the case fully
developed); see also Mildenberger v. United States, 91 Fed. Cl. 217, 257-258 (2010); SunTiger,
Inc. v. Scientific Research Funding Group, 189 F.3d 1327, 1333 (Fed. Cir. 1999); Confederated
Tribes of Colville Reservation v. United States, 964 F.2d 1102, 1109 (Fed. Cir. 1992).
CONCLUSION
On the basis of the foregoing, the defendant’s motion for summary judgment and the
plaintiff’s cross motion for summary judgment are denied.
IT IS SO ORDERED.
s/Elaine D. Kaplan
ELAINE D. KAPLAN
Judge, U.S. Court of Federal Claims
v. Edsall Constr. Co., Inc., 296 F.3d 1081, 1084 (Fed. Cir. 2002). WB alleges that the
statements in the slopes clause of the contract that “side slopes may be formed by box cutting,
step cutting, or dredging along the side slope” constitutes a “defective specification.” Pl.’s
Resp. 14, 73. But the slopes clause merely states that “the dredging of side slope material may
be necessary to provide the required project channel dimensions (depth and width)” and it does
not require the contractor to choose any one of the three suggested methods in order to form
slopes. Def.’s Mot. Summ. J. App. A1016. The “implied warranty attaches only to design
specifications detailing the actual method of performance” and “does not accompany
performance specifications that merely set forth an objective without specifying the method of
obtaining the objective.” White, 296 F.3d at 1084. “The amount of discretion provided in the
contract to choose means and methods determines whether a particular specification is for design
or performance.” Daewoo Eng’g & Constr. Co. v. United States, 73 Fed. Cl. 547, 567 (2006).
At this stage, in light of these standards, WB’s defective specifications claims seem to be of
dubious merit.
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