Kuhn Construction Co. v. Ocean & Coastal Consultants, Inc.

844 F. Supp. 2d 519, 2012 WL 591753, 2012 U.S. Dist. LEXIS 17731
CourtDistrict Court, D. Delaware
DecidedFebruary 14, 2012
DocketCiv. No. 09-622-SLR
StatusPublished
Cited by26 cases

This text of 844 F. Supp. 2d 519 (Kuhn Construction Co. v. Ocean & Coastal Consultants, Inc.) is published on Counsel Stack Legal Research, covering District Court, D. Delaware primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Kuhn Construction Co. v. Ocean & Coastal Consultants, Inc., 844 F. Supp. 2d 519, 2012 WL 591753, 2012 U.S. Dist. LEXIS 17731 (D. Del. 2012).

Opinion

MEMORANDUM OPINION

SUE L. ROBINSON, District Judge.

I. INTRODUCTION

On August 20, 2009, Kuhn Construction Company (“plaintiff”), a Delaware business entity, filed suit against Ocean and Coastal Consultants, Inc. (“OCC”), a Connecticut corporation, and Robert F. Waite, P.E., P.C. (“Waite”), a New York entity (collectively, “defendants”). (D.I. 1) In connection with a wharf reconstruction project, plaintiff brought negligence/negligent misrepresentation claims against Waite and OCC, and fraud and misrepresentation, interference with existing contracts, and common law conspiracy claims against OCC. (Id.)

On October 5, 2009, OCC moved to dismiss this case pursuant to Federal Rules of Civil Procedure (Fed.R.Civ.P.) 12(b)(7) and 12(b)(1), claiming that plaintiff failed to join a required party—Diamond State Port Corporation (“DSPC”)—and that such joinder would destroy the court’s subject matter jurisdiction over this case.1 (D.I. 6) On October 20, 2009, Waite joined OCC’s motion to dismiss. (D.I. 9) By an order dated July 15, 2010, 723 F.Supp.2d 676 (D.Del.2010), the court denied defendants’ motions to dismiss. (D.I. 23) On May 18, 2011, plaintiff filed its first amended complaint in order to “amplify” and [523]*523“clarify” the complaint’s factual background and claims. (D.I. 52; 53; 62)

Currently before the court are two motions to dismiss under Fed.R.Civ.P. 12(b)(6): one motion has been filed by defendant Waite (D.I. 65) and the other has been filed by defendant OCC. (D.I. 66) The court has jurisdiction over this case pursuant to 28 U.S.C. § 1332. For the reasons that follow, the court denies Waite’s motion and grant’s OCC’s motion.

II. BACKGROUND

At some point prior to February 2007, DSPC retained OCC in connection with the rehabilitation of Wharf Unit 2, Berth 4 (“the project”). (D.I. 62 at ¶ 6) In anticipation of contractors bidding on the project, OCC prepared (and DSPC distributed) bid documents, which included voluminous drawings and specifications. (Id. at ¶¶ 8-10) These bid documents, which contained the words “FOR BID PURPOSES ONLY,” were meant to provide prospective bidders with the information they would need to submit their bids. (Id. at ¶¶ 11-13) Plaintiff alleges that it reasonably relied on these documents when making its bid. (Id. at ¶ 15) As the lowest responsive and responsible bidder, plaintiff was eventually hired by DSPC to be the general contractor on the project; DSPC and plaintiff entered into a $10,750,000 contract for plaintiffs services. (Id. at ¶ 17) DSPC also hired OCC to assist with the construction.

Plaintiff references three activities which it claims resulted in the current dispute: (1) undisclosed changes to the bid documents after the contract award; (2) undisclosed subsurface conditions and obstructions; and (3) welding issues.

A. Changes to the Bid Documents

On or about May 24, 2007, OCC prepared and provided plaintiff with “Issued For Construction” drawings. (Id. at ¶ 24) These drawings, which indicated that zero revisions existed, were meant to be the drawings that plaintiff relied on in the construction of the project. (Id. at ¶¶ 25-27) Because there was no indication of revisions, plaintiff requested that OCC mark any changes between the bid documents and the Issued For Construction drawings. (Id. at ¶¶ 27-28) Plaintiff alleges that OCC purposefully obscured material changes. (Id. at ¶¶ 29-31) One such change related to welding requirements. According to plaintiff, the bid documents indicated that welding would only be required to connect the lower sections of the steel pipe pile; the upper connection would not require welding. (Id. at ¶ 22) Plaintiff claims that OCC knowingly and intentionally misrepresented that there was language in the bid documents that required welding of the upper sections of the steel pipe piles. (Id. at ¶¶ 32-38)

Another material change that was allegedly obscured concerned datum and elevation changes. According to plaintiff, there were numerous changes that were not disclosed, and were obscured, by OCC. (Id. at ¶¶ 39-53) Plaintiff also claims that these changes had a serious impact on plaintiffs ability to work since these changes meant much of the construction would be affected by the tides. (Id. at ¶¶ 54-63) Apparently neither OCC or DSPC would address the issue with plaintiff. (Id. at ¶¶ 57-58)

B. Undisclosed Subsurface Conditions

In anticipation of preparing the bid documents, OCC undertook a review of the subsurface conditions. (Id. at ¶ 65) Plaintiff alleges that OCC misrepresented, in the bid documents, the effect that the subsurface conditions would have on the cost and duration of the project; plaintiff further states that it relied on these misrepresentations in calculating its bid. (Id. at [524]*524¶¶ 67-72) According to plaintiff, several piles were damaged when plaintiff tried to drive them in areas designated by OCC in their drawings and the pile driving plan had to be altered. {Id. at ¶¶ 73; 80-82) In light of these alleged misrepresentations, plaintiff claims to have incurred additional labor and equipment expenses. {Id. at ¶ 85) Again, plaintiff also alleges that DSPC and OCC failed to address these issues despite plaintiffs requests. {Id. at ¶ 89)

C. Welding Issues

While the plaintiff-DSPC contract did not contain any specific welding requirements or a requirement that plaintiff use American Welding Society (“AWS”) prequalified base metals, OCC developed a weld acceptance criteria to test plaintiffs work against. {Id. at ¶¶ 92-99) Waite was hired by OCC to examine, and report to OCC and DSPC, about the quality of plaintiffs welds. {Id. at ¶ 102) In accordance with a plan devised by OCC, Waite examined the welds on 110 of the 360 steel pile pipes and issued several reports on the quality of those welds. {Id. at 103-04) In an August 15, 2008 report to OCC, Waite concluded that 27 of the 110 welds were problematic. Specifically, the report states that, “[o]f the 110 top welds inspected, 8 had fully dislodged backrings, 12 had mostly dislodged backrings, 7 had partly dislodged backrings and 11 other exhibited a notable flaw.... The dislodgment rate should have been 0% but it was 25% (27 of 110). This indicates a severe problem with the weld quality in the top welds.” {Id. at ¶¶ 105-07; see also id. at ex. E) The report ultimately concludes that there is a “more than adequate justification for the rejection of all the top and extension welds due to gross non-conformance to the contract and ANS/AWS Dl.l:2006, Structural Welding Code ... requirements. Although the welds are rejectable, engineering judgment may be exercised based on anticipated service loading.” {Id.)

III. STANDARD OF REVIEW

In reviewing a motion filed under Fed.R.Civ.P. 12

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844 F. Supp. 2d 519, 2012 WL 591753, 2012 U.S. Dist. LEXIS 17731, Counsel Stack Legal Research, https://law.counselstack.com/opinion/kuhn-construction-co-v-ocean-coastal-consultants-inc-ded-2012.