AAB Joint Venture v. United States

74 Fed. Cl. 367, 2005 U.S. Claims LEXIS 321, 2005 WL 5010114
CourtUnited States Court of Federal Claims
DecidedNovember 1, 2005
DocketNo. 04-1719 C
StatusPublished
Cited by2 cases

This text of 74 Fed. Cl. 367 (AAB Joint Venture v. United States) is published on Counsel Stack Legal Research, covering United States Court of Federal Claims primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
AAB Joint Venture v. United States, 74 Fed. Cl. 367, 2005 U.S. Claims LEXIS 321, 2005 WL 5010114 (uscfc 2005).

Opinion

OPINION

DAMICH, Chief Judge.

This case is before the Court on Defendant’s Motion to Dismiss for Lack of Subject Matter Jurisdiction pursuant to Rule 12(b)(1) of the Rules of the United States Court of Federal Claims (“RCFC”). Plaintiff seeks to recover additional costs it allegedly incurred for disposal of excess material as a result of differing site conditions under a construction contract with the U.S. Army Engineer Corps-Europe. Plaintiff also seeks to recover additional costs and delay costs for its two subcontractors, Rolider, Ltd. (“Rolider”) and Biri Barashi, Land Works, Development Infrastructure and Road, Ltd. (“Barashi”), as a result of the differing site conditions. In its motion, Defendant requests the Court to dismiss for lack of jurisdiction Plaintiffs claim on behalf of Barashi because it was not certified and presented to the contracting officer for final decision as required by the Contract Disputes Act for claims exceeding $100,000. See 41 U.S.C. § 605(c)(1). Plaintiff asserts that the Barashi claim arises from the same set of operative facts as its own certified claim to the contracting officer on July 23, 2003, and hence does not constitute a new claim that needs to be separately certified. For the reasons set forth below, Defendant’s Motion to Dismiss is hereby GRANTED.

I. Background

AAB entered into a contract with the U.S. Army Engineer Corps-Europe on June 5, 2001, to design and construct a storage and logistics base in Elad, Israel for use by the Israeli Defense Force. Compl. 114, 6. AAB was to complete the project in three years, and was to receive $124,089,176 in compensation. Id. 116.

Attached to its Request for Proposals, the government provided a Geotechnical Report, which characterized the sub-surface in most of the building areas as mostly massive and hard, consisting of limy dolomite rock. Id. 117. The Geotechnical Report concluded that most of the work site could be excavated in hard limestone and dolomite, and that the excavated rock could be crushed and used as backfill. Id. The Geotechnical Report further advised that it would be possible to produce stable excavated slopes with no need of retaining walls, and that a portion of the buildings could be constructed on flat foundations. Id. The government specifications contained numerous references to the Geo-technical Report in its instructions on design and placement of piles and beams in construction of the foundations for the buildings. Id. 1111.

AAB prepared its bid for earthwork operations based on the information contained in the Geotechnical Report indicating that it could expect approximately 60% hard rock, 30% medium rock, 10% weathered rock, and only traces of clay. Id. U14. AAB reduced its bid in anticipation of realizing additional revenue from offsite disposal and sale of excess excavated materials. Id.

Barashi and Rolider subcontracted with AAB to perform the earthwork operations. Id. 1115. Barashi was to perform the work in the southwest section of the site, and Rolider was to perform the work in the northeast section of the site. Id. Both subcontractors were to engage in drilling, blasting, excavation, and processing material for fill and fill placement, while AAB was responsible for offsite disposal of excess material. Id.

In January 2002, AAB performed exploratory borings, which revealed different subsurface conditions from those shown in the Geotechnical Report. Id. H16. AAB thereafter gave written notice to the government of differing site conditions, noting that the subsurface conditions encountered differed materially from those indicated in the contract (Type I), and from those ordinarily encountered and generally recognized as inhering in work of the character provided for in the contract (Type II). Id. If 17.

On July 23, 2003, AAB submitted a certified claim to the contracting officer for an [369]*369equitable adjustment of $6,885,115 (which it later revised to $6,510,301) for the costs relating to excess material disposal on the site. Id. H 33. The costs were attributed to the unrealized commercial value of the excess excavated material, the added costs of processing materials for reuse, and the added costs of removing the excess usable material. Id. 1132. The contracting officer failed to issue a final decision within 60 days of receipt of the certified claim. Id. H 35.

On November 23, 2003, AAB submitted a certified claim to the contracting officer for an equitable adjustment to cover the added costs and delay costs incurred by Rolider as a result of the differing site conditions. Id. H 39. According to the claim, Rolider had to utilize different methods to excavate and process the subsurface materials because the subsurface conditions encountered differed materially from the conditions represented in the Geotechnical Report. Id. The contracting officer failed to issue a final decision within 60 days of receipt of the certified claim. Id. H 40.

In Count I of its November 30, 2004, complaint, AAB requested compensation in the amount of $6,510,301, pursuant to FAR 52.236-2 (Differing Site Conditions) and FAR 52.243-4 (Changes) for the increased costs incurred as a result of the subsurface conditions encountered at the work site. Id. H 37. In Count I of its amended complaint, filed December 20, 2004, AAB requested $11,588,813 total compensation. Am. Compl. 1142. In addition to the previously requested $6,510,301, AAB also requested: (1) $412,239 to replace unsuitable material under structures required as a result of the differing site conditions; (2) $4,037,203 to compensate subcontractor Rolider for its added costs and delay costs due to the differing site conditions; and (3) $629,070 to compensate subcontractor Barashi for delays in its operations due to the required removal of unsuitable subsurface material. Id. 1137-39. It is the third claim that is the subject of Defendant’s motion, as this claim was never submitted to the contracting officer.

II. Standard of Review

In considering Defendant’s Motion to Dismiss pursuant to RCFC 12(b)(1), the Court must accept as true all of Plaintiff’s well-pleaded facts alleged in the complaint, and draw all reasonable inferences in the Plaintiffs favor. Godwin v. United States, 338 F.3d 1374, 1377 (Fed.Cir.2003); Boyle v. United States, 200 F.3d 1369, 1372 (Fed.Cir. 2000); Perez v. United States, 156 F.3d 1366, 1370 (Fed.Cir.1998). Plaintiff, however, bears the burden of establishing subject matter jurisdiction by a preponderance of the evidence. Taylor v. United States, 303 F.3d 1357, 1359 (Fed.Cir.2002); Reynolds v. Army & Air Force Exch. Serv., 846 F.2d 746, 748 (Fed.Cir.1988).

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Bluebook (online)
74 Fed. Cl. 367, 2005 U.S. Claims LEXIS 321, 2005 WL 5010114, Counsel Stack Legal Research, https://law.counselstack.com/opinion/aab-joint-venture-v-united-states-uscfc-2005.