Engineering & Construction Innovations, Inc. v. Bradshaw Construction Corp.

CourtDistrict Court, D. Minnesota
DecidedSeptember 25, 2023
Docket0:20-cv-00808
StatusUnknown

This text of Engineering & Construction Innovations, Inc. v. Bradshaw Construction Corp. (Engineering & Construction Innovations, Inc. v. Bradshaw Construction Corp.) is published on Counsel Stack Legal Research, covering District Court, D. Minnesota primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Engineering & Construction Innovations, Inc. v. Bradshaw Construction Corp., (mnd 2023).

Opinion

UNITED STATES DISTRICT COURT DISTRICT OF MINNESOTA

Engineering & Construction Innovations, Case No. 20-cv-0808 (WMW/TNL) Inc.,

Plaintiff/Counterclaim-Defendant, ORDER

v.

Bradshaw Construction Corporation, and Travelers Casualty and Surety Company of America,

Defendants/Counterclaim-Plaintiffs,

Fidelity and Deposit Company of Maryland, and Zurich American Insurance Company,

Counterclaim-Defendants. This matter is before the Court on the parties’ cross-motions to exclude expert testimony, (Dkts. 309, 315, 328), and cross-motions for summary judgment (Dkts. 323, 334). For the reasons addressed in this Order, Defendants’ motion to exclude the testimony of Arthur McGinn is denied; Defendants’ motion to exclude the testimony of Mark Gentry is denied; Engineering & Construction Innovations, Inc.’s (“ECI”) motion to exclude the testimony of Donald Bergman is granted to the extent that Bergman’s opinions on engineering and geological topics are beyond his area of expertise and denied in all other respects; ECI’s motion to exclude the testimony of Kimberlie Staheli is denied; and ECI’s motion to exclude the testimony of Scott Bender is denied. As addressed in this Order, Defendants’ motion for summary judgment is denied, and ECI’s motion for summary judgment is granted in part and denied in part.

BACKGROUND I. The 10th Avenue Water Main River Crossing Project The City of Minneapolis (“City”) planned to install a water main under the Mississippi River as part of the City’s 10th Avenue Water Main River Crossing Project (“Project”). The Project required the construction of a microtunnel through the sandstone beneath the Mississippi River. Microtunneling is a form of mechanized tunnel construction

that uses a remote-controlled microtunnel boring machine (“MTBM”) to construct a tunnel and simultaneously install pipe casing with minimal disruption to the ground above. To prepare for the Project, Black & Veatch Corporation (“Black & Veatch”) conducted a geotechnical investigation of the Project Site and prepared two geotechnical reports. The Geotechnical Data Report (“GDR”) presented factual details, data and the

result of the investigation. The Geotechnical Baseline Report (“GBR”) took the information in the GDR and established a “contractual statement of the subsurface conditions” on the Project Site, “referred to as the baseline conditions.” (Dkt. 338-1 at 57.) The GBR expressly “establishes the allocation of risk between Contractor and Owner for the actual conditions encountered.” (Id. at 60.) If the actual subsurface conditions

materially differ from the subsurface conditions as expressly described in the GBR, the contractor can make a claim for a differing site condition (“DSC”).1 The GBR “provides the basis for determining the merit of claims for differing site conditions.” (Id.) These

documents were published to bidders on the Project and expressly included in the contract documents. ECI successfully bid on the Project and, in March 2019, ECI entered into an agreement (“Prime Contract”) with the City. Under the Prime Contract, ECI agreed to “provide all materials, labor, equipment and incidentals necessary for the 10th Avenue Water Main River Crossing Project, all in accordance with the bid specifications[.]” (Dkt.

338-1 at 33.) ECI decided to subcontract the microtunneling portion of the work to another party. In soliciting bids for the microtunneling work, ECI provided bidding subcontractors instructions that incorporated the Project’s specifications and included the GDR and GBR. Bradshaw Construction Corporation (“Bradshaw”) submitted a successful bid for the microtunneling work on the Project, and ECI and Bradshaw entered into an agreement

on May 30, 2019 (“Subcontract”). Under the Subcontract, Bradshaw agreed “to provide all labor, materials, services, and equipment to perform the following scope of work on the Project: Install 60” steel Casing via Microtunneling.” (Dkt. 338-3 at 2.) As part of the Subcontract, Bradshaw was “solely responsible for the means, methods, techniques, sequences, and procedures” of performing its microtunneling work.” (Id. at 44.) The

Subcontract’s estimated schedule called for Bradshaw to achieve substantial completion of

1 “Differing Site Condition” occurs when a construction contractor encounters a subsurface or otherwise concealed site condition that differs materially from what the contract indicated or from what would normally be expected. the work by November 22, 2019. ECI agreed to pay Bradshaw approximately $2.6 million upon completion of the Subcontract.

II. The Microtunneling Work Around October 2019, Bradshaw’s portion of the work began. Bradshaw constructed the concrete head wall—a structure that would be used to launch the MTBM. After the completion of the concrete head wall, Bradshaw commenced the microtunneling process on November 7, 2019. That evening, groundwater unexpectedly penetrated the shaft and flooded the tunnel. The groundwater overwhelmed the pumps in the shaft and

submerged the tunneling equipment, which forced Bradshaw to stop tunneling. A. Change Orders and DSC Claims As part of the Standard General Conditions of the Construction Contract, any changes in time or prices required a change order. Moreover, in making a DSC claim, the contractor “shall, promptly after becoming aware thereof and before further disturbing the

subsurface conditions or performing any work in connection therewith . . . notify Owner and Engineer in writing about such condition no later than three (3) days after the first observance of such condition.” Additionally, a contractor “shall not be entitled to any adjustment in the Contract Price or Contract Times with respect to a subsurface or physical condition if . . . [the] Contractor failed to give the written notice as required.” (Dkt. 338-4

at 14.) On November 15, 2019, Bradshaw sent a letter to ECI: Due to the groundwater flows encountered on the project being in excess of what is indicated in the Geotechnical Baseline Report, please accept this letter as notification of differing site conditions. Bradshaw hereby reserves the right to claim for the extra costs and extra time associated with these differing site conditions.

Please forward this notification on to the owner/engineer. I am available to discuss this matter at your convenience.

(“First DSC Claim”) (Id. at 30). On November 16, 2019, an internal email between Bradshaw employees stated: I just found in the Supplementary Conditions there is a 3 day notice provision for a DSC claim. Why do you think it is 14 days? I hope so we arguably have lost any claim rights for this flood that we may have had. (Dkt. 337-1 at 239.) Around November 26, 2019, Bradshaw employees discussed this issue with Bradshaw’s attorney, who also advised that the claim needed to be submitted to Black & Veatch and the City. Shortly, thereafter, Bradshaw submitted the First DSC Claim to Black & Veatch and the City. On November 23, 2019, Bradshaw recommenced microtunneling but stopped on December 6, 2019, because of a second flood. On December 13, 2019, Black & Veatch rejected the First DSC Claim. Black & Veatch determined the cause of the flooding was not due to differing subsurface conditions. Instead, Black & Veatch determined that the failure of the concrete head wall caused the flooding. On December 18, 2019, Bradshaw appealed Black & Veatch’s denial. Black & Veatch rejected Bradshaw’s appeal on February 4, 2020. On December 29, 2019, Bradshaw resumed tunneling. After a few feet, Bradshaw encountered high jacking loads2 that prevented Bradshaw from making any significant

progress. On January 1, 2020, Bradshaw decided to stop tunneling. On January 4, 2020, Bradshaw submitted another DSC claim (“Second DSC Claim”), which Black & Veatch denied on February 13, 2020.

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