Insituform Technologies, Inc. v. Jacobs Civil, Inc.

30 Mass. L. Rptr. 384
CourtMassachusetts Superior Court
DecidedAugust 9, 2012
DocketNo. SUCV200904379
StatusPublished

This text of 30 Mass. L. Rptr. 384 (Insituform Technologies, Inc. v. Jacobs Civil, Inc.) is published on Counsel Stack Legal Research, covering Massachusetts Superior Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Insituform Technologies, Inc. v. Jacobs Civil, Inc., 30 Mass. L. Rptr. 384 (Mass. Ct. App. 2012).

Opinion

Leibensperger, Edward P., J.

INTRODUCTION

Plaintiff, Insituform Technologies, Inc., brings this negligence action arising out of the failure of a sewer pipe lining designed by defendant, Jacobs Civil, Inc. Jacobs moves for summary judgment on Insituform’s claims, arguing that the action is barred by the applicable statute of limitations. In addition, Jacobs contends that the negligence claim is barred by the economic loss rule and that the evidence in the record is insufficient to support Insituform’s negligent misrepresentation claim. Insituform opposes this motion, and moves to strike several of the exhibits submitted in support of Jacobs’s Undisputed Statements of Fact. For the reasons that follow, Insituform’s motion to strike is DENIED, and Jacobs’s motion for summary judgment is ALLOWED.

BACKGROUND

The following is a summary of the undisputed statements of fact in the record, viewed in the light most favorable to Insituform, the non-moving party. The Massachusetts Water Resources Authority (“MWRA”) initiated a project to rehabilitate the East Boston sewer branch. This project was known as the East Boston Branch Sewer Relief Project (the “Project”) . The MWRA contracted with Jacobs on March 15, 2000, to provide preliminary design, final design, and resident engineering services for the Project.

The parties dispute whether Jacobs engaged a sub-consultant to design elements of the cured-in-place-pipe (“CIPP”) liner and to prepare bid documents related to the Project. The parties agree, however, that the plans for the liner were finalized by October 2002, and that on December 19, 2002, bids for the project were opened and read aloud. The MWRA awarded the [385]*385project to D’Allessandro Corp. on March 14,2003, and issued a Notice to Proceed with work on April 7, 2003. D’Allessandro’s contract was valued at approximately $5.1 million and called for substantial completion by February 1, 2004.

The MWRA’s specifications for the Project called for the use of CIPP liner technology that involved relining an existing pipe with a resin-impregnated felt material. On April 24, 2003, D’Allessandro engaged Insituform as the subcontractor to supply and install the CIPP liner for a contract price of approximately $1 million. Insituform specializes in sewer rehabilitation through the use of trenchless pipeline technologies. It is recognized as the world leader and a pioneer in the CIPP sewer relining industry. Jacobs and Insituform dispute the scope of Insituform’s obligations under the subcontract and the scope of information made available to subcontractors prior to the bid.

Insituform and D’Allessandro were obligated under Specification §02713 and subsection 1.01(A) to perform the following work:

1. Furnish all labor, materials, transportation, and equipment necessary to rehabilitate existing East Boston Branch Sewer combined sewer, by means of installation of a cured-in-place (CIPP) lining.
2. Design, Manufacture and Delivery of CIPP Lining Material.
3. Install CIPP Lining into Host Conduit.
4. Reinstate connections as indicated on the Contract Drawings from within CIPP.

The parties dispute the final specifications of the CIPP liner, Jacobs contending that the original specifications govern and Insituform contending that the original specifications were modified by Addendum #4.1

The dispute between these parties involves a disagreement as to which party was responsible for selecting a circular design, as opposed to a more expensive beam design, for lining the East Boston Branch Sewer. The parties agree that at some point, D’Allessandro advised Insituform’s project manager, Tom Porzio, that:

I think ITI has to submit on the best liner for the project. You are professionals and have to certify the liner to work. If in fact the beam is a better design and will give the pipe more longevity then that is the best rout[e] to go. The engineers will have a hard time not accepting in’s certified design.

On June 5,2003, Insituform formally submitted its CIPP liner design proposal utilizing the circular design pursuant to specifications. The proposal included certificates of compliance signed by Eugene Zaltsman, Insituform project engineer, verifying that the Insituform tubes used in the project will comply with specification, ASTM F1216, and that the resins to be used (AOC 102NA and AOC 7-5810-PM) meet the “chemical resistance recommendations of ASTM F1216.” Per Specification §02173 and subsection 1.05(B)(1)(d), Insituform provided a Certificate of Design signed by Brian Dorwart, a professional engineer, certifying that Insituform’s design complied with Specification §02713 and was “in conformance with all applicable local, state, and federal codes, rules and regulations and professional practices standards.”

Insituform installed the liner in six pieces (called “shots”) during August and September 2003. During an inspection performed in September or October 2003, Insituform discovered numerous leaks and defects in the first five shots of the liner.2 On October 6, 2003, representatives of MWRA, Jacobs, Insituform and others met “to determine the cause and possible solutions to the leaks discovered in the Cured-In-Place Pipe liner installed by Insituform ...” Memorandum of CIPP deficiencies meeting, October 6, 2003.3 On October 8, 2003, Insituform’s project manager, Tom Porzio, sent an internal email to Insituform employees, noted as “URGENT,” referencing the current problem of “over 200 leaks in the liner.”4 In the weeks that followed, there were more meetings and discussions regarding the leaks in the pipes and the possible repairs. Jacobs reinspected the CIPP liner on October 28-29, 2003, after Insituform had made repairs, and discovered that these repairs had proved unsuccessful.

On October 31, 2003, Jacobs issued a Non-Conformance Report No. 2 to D’Allessandro. The report referenced the meetings that had included representatives of Insituform and concluded that the liner with the repairs made to it does not meet the contract requirements. Jacobs asserted that the defects remained spread throughout the entire liner reach. Throughout November 2003, Insituform continued to investigate the cause of defects and the appropriate repair. At a December 5, 2003, meeting among Jacobs, MWRA, Insituform and others, appropriate repair of the CIPP liner was again discussed. On December 12, 2003, Insituform’s project manager, Porzio, emailed D’Allessandro with the name and phone number of Insituform’s general counsel in response to D’Allessandro expressing concern about a potential lawsuit.5 On December 29, 2003, Insituform gave notice to its insurer of a potential claim by MWRA arising from the failed installation of the sewer liner. The insurer denied coverage to Insituform and on March 10, 2004, Insituform commenced a lawsuit seeking coverage for “loss suffered as a result of defects discovered in Insituform’s work that were [sic] rejected by” MWRA. Complaint, CA#04-10487, USDC Mass. Insituform proceeded to cany out the reinstallation of the liner in five of the six shots from January through March 2004, achieving substantial completion on May 11, 2004.

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30 Mass. L. Rptr. 384, Counsel Stack Legal Research, https://law.counselstack.com/opinion/insituform-technologies-inc-v-jacobs-civil-inc-masssuperct-2012.