Great Lakes Dredge & Dock Co. v. United States

60 Fed. Cl. 350, 2004 U.S. Claims LEXIS 90, 2004 WL 874805
CourtUnited States Court of Federal Claims
DecidedApril 13, 2004
DocketNo. 03-1891 C
StatusPublished
Cited by32 cases

This text of 60 Fed. Cl. 350 (Great Lakes Dredge & Dock Co. 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
Great Lakes Dredge & Dock Co. v. United States, 60 Fed. Cl. 350, 2004 U.S. Claims LEXIS 90, 2004 WL 874805 (uscfc 2004).

Opinion

OPINION AND ORDER

GEORGE W. MILLER, Judge.

Plaintiff, Great Lakes Dredge & Dock Company (“GLDD”), filed this bid protest action on August 11, 2003, alleging that the United States Army Corps of Engineers (“Corps”) improperly cancelled Solicitation No. DACW21-02-B-0005.2 Prior to reassignment of this case,3 on November 17, 2003, defendant, United States (“Government”), filed a motion for judgment on the administrative record. Plaintiff responded on December 17, 2003 by filing a cross-motion for judgment on the administrative record. Oral argument was held on March 16, 2004. For the following reasons, defendant’s motion for judgment on the administrative record is DENIED and plaintiff’s motion for judgment on the administrative record is GRANTED.

I. Background

A. The Solicitation and Cancellation

The Corps issued solicitation number DACW21-02-B-0005 (“IFB” or “Solicitation”) on July 17, 2002.4 The IFB set forth plans and specifications for deepening the Brunswick Inner Harbor in Brunswick Harbor, Georgia.5 The IFB is part of a larger project to deepen the ship channel into Brunswick Harbor.6 A separate dredging contract for deepening the outer seaward [352]*352section of the Brunswick Entrance Channel has been awarded, and dredging under that contract has commenced.7 The IFB covers the inner portion of the project.8 Administrative Record (“AR” or “record”) Tab 50 at 1068-69. The purpose of the overall project is to provide a deeper and wider channel to accommodate larger vessels, reduce operating costs of shippers, and provide a safer environment for navigation. AR Tab 51 at 1124-25. These goals cannot be achieved unless both the outer and inner portions of the harbor are deepened by dredging.9

The Corps designed the Inner Harbor portion of the project so that it could be performed by a rock-cutting hydraulic dredge. AR Tab 2 at 2; Tab 50 at 1096. During the design process, the Corps concluded that sufficient hydraulic dredges would be available that were capable of removing the material without blasting and that mechanical dredges would not be competitive with hydraulic dredges. AR Tab 2 at 2; Tab 50 at 1096. Because the contract contemplated hydraulic dredges and not mechanical dredges, and because the Corps lacked the necessary permits, the IFB did not provide for an open water disposal site.10 Id.; AR Tab 50 at 1080-81.

When the IFB was issued, in July 2002, it included section 02325, entitled “Dredging.” AR Tab 5 at 274-94. Paragraphs 5.2 and 5.3 of Section 02325 addressed the character of the materials to be dredged under the IFB. AR Tab 5 at 279-81. In addition to more than two pages of single-spaced text describing the materials, paragraph 5.3 referred bidders to two appendices provided with the IFB: Appendix A (Boring Logs), which contained logs of 198 borings relating to the material to be dredged and Appendix B (Laboratory Data), which provided results of over 600 lab test results, including 43 unconfined compressive strength tests results relating to the strength of the rock to be dredged. AR Tab 5 at 280.

In addition to the soils information provided in the IFB, on August 6 and 7, 2002, the Corps made available for inspection 66 core samples of the materials to be dredged in the Inner Harbor project area and conducted a test excavation at two of the areas to be dredged under the IFB. AR Tab 11 at 364. Representatives of GLDD, Weeks Marine, Inc. (‘Weeks”), Bean Stuyvesant LLC (“Bean Stuyvesant”), and Norfolk Dredging (“Norfolk”) attended the core inspection and the test dig. Id. The core samples were laid out for all prospective bidders to observe and analyze. Id. at 364, 373-80. At the August 6 core display, Mr. Matt Delano, the Project Geologist for the Corps, fielded questions from, and discussed the core samples with, those in attendance. Id. at 364-67. According to Mr. Delano’s report, the attendees were interested in seeing “the material described in the specifications that had the unconfined compressive strength result of 8,100 psi.” Id. at 365. Mr. Delano responded that there were no cores of the specific material and that none of the cores tested that high. AR Tab 11 at 365. He further explained to the bidders that “it should still be anticipated that material testing that high or higher might be collected from disposed material.” Id.

The attendees also asked to see “material that may be similar to the 19,000 psi [unconfined compressive strength] rock that was encountered at Kings Bay as was referenced in the specifications.” Id. The reference to Kings Bay rock was found in the original solicitation at Paragraph 5.3.3, which stated, in pertinent part:

Unconfined compressive strength analyses have been performed on a number of core samples and dredge spoil samples from within the project area. Results of completed tests range from a low of 90 pounds per square inch (psi) to a high of 8,100 psi. Strength analyses for samples collected in similar rock at nearby Kings Bay, Georgia yielded results as high as 19,395 psi. [353]*353Though the rocks at Brunswick Harbor did not test that high, it should be anticipated that some will exceed the 8,100-psi value and may approach the higher 19,395 result obtained at Kings Bay.

AR Tab 5 at 281. Mr. Delano explained that no such material had been encountered in the Brunswick Inner Harbor and that the reference was included in the solicitation to inform prospective bidders as to what type of materials had been successfully removed on other projects along the coast and what type of equipment had been used to remove it. AR Tab 11 at 365. A representative from Norfolk told Mr. Delano that, other than the area to be dredged in the South Brunswick River, he did not feel that his company had equipment that could dredge the project. AR Tab 11 at 365.

On August 7, the attendees went with Mr. Delano out onto the Brunswick River for two test digs so that they could observe firsthand the materials to be dredged. Id. at 366, 382-92. There, a discussion of the solicitation’s references to the Kings Bay rock again ensued. Id. at 367. Mr. Delano again explained that bidders “should anticipate encountering rock that could test harder than the 8,100-psi specimen.” Id. Mr. Delano’s report indicated that the GLDD representative, Mr. Sraders, responded that this information was “exculpatory.” Id.

In response to the discussions at the core display, GLDD sent a letter dated August 14, 2002, in which it objected to the two sentences contained in paragraph 5.3.3 of section 02325 that referred to rock found at a different location (Kings Bay) that was stronger than any of the rock represented by the IFB to be present at the Brunswick site. AR Tab 44 at 1050-55. In its August 14 letter, GLDD stated that the representations in Paragraph 5.3.3 of the solicitation that rock strengths will likely exceed 8,100 psi and could approach 19,935 psi, were an improper attempt by the Corps to undermine the actual test data regarding core samples that was set forth in Appendices A and B to the initial solicitation.11 Id. at 1051.

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Cite This Page — Counsel Stack

Bluebook (online)
60 Fed. Cl. 350, 2004 U.S. Claims LEXIS 90, 2004 WL 874805, Counsel Stack Legal Research, https://law.counselstack.com/opinion/great-lakes-dredge-dock-co-v-united-states-uscfc-2004.