Benchmark Construction Co., Inc. v. City of Lima, Ohio

CourtDistrict Court, N.D. Ohio
DecidedSeptember 28, 2022
Docket3:20-cv-01077
StatusUnknown

This text of Benchmark Construction Co., Inc. v. City of Lima, Ohio (Benchmark Construction Co., Inc. v. City of Lima, Ohio) is published on Counsel Stack Legal Research, covering District Court, N.D. Ohio primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Benchmark Construction Co., Inc. v. City of Lima, Ohio, (N.D. Ohio 2022).

Opinion

IN THE UNITED STATES DISTRICT COURT FOR THE NORTHERN DISTRICT OF OHIO WESTERN DIVISION

BENCHMARK CONSTRUCTION CO., INC., et al., CASE NO. 3:20 CV 1077

Plaintiffs,

v. JUDGE JAMES R. KNEPP II

CITY OF LIMA, OHIO, MEMORANDUM OPINION AND Defendant. ORDER

INTRODUCTION On May 18, 2020, Plaintiffs MG Underground, LLC (“MGU”) and Benchmark Construction Co., Inc. (“Benchmark”) filed suit against Defendant the City of Lima, Ohio (“Lima” or “the City”). (Doc. 1). In their complaint, Plaintiffs bring three claims for relief: (1) breach of contract; (2) unjust enrichment; and (3) statutory pre-judgment interest. Id. at 6-7. The City asserted Counterclaims against Benchmark for (1) breach of contract, (2) breach of express warranty, (3) breach of implied warranty, (4) negligence, and (5) indemnification. (Doc. 18, at 10-13). The negligence counterclaim was also asserted against MGU. Id. at 12. The City further asserted a Third-Party Complaint against Liberty Mutual Insurance Company for breach of contract. Id. at 15. Currently pending before the Court are the City’s Motions for Summary Judgment (Docs. 43, 45) which are asserted against each Plaintiff, respectively. For the following reasons, the City of Lima’s Motions for Summary Judgment on Benchmark’s and MG Underground, LLC’s claims (Docs. 43, 45) are granted. Additionally, the Court grants partial summary judgment in favor of the City on its breach of contract counterclaim against Benchmark (Doc. 45) and denies summary judgment on all other counterclaims. BACKGROUND The Bid The City sought bids from contractors to complete their construction project known as

the “West High and North Jameson Sewer Rehabilitation” project (“Project”). See Doc. 44-6, at 53-80. It provided for different methods of sewer rehabilitation including Segmental Slip Lining, Spiral Wound Pipe Renewal – HDPE (“SPR”), and Spiral Wound Pipe Renewal – PVD (“PVC”). See id. at 242-76. Benchmark made a bid using the SPR option. Id. at 85-87. (Coleman Depo. I, Doc. 44-5, at 29-30). Article 3 of the bid form, entitled “Bidder’s Representations”, states: 3.01. In submitting this Bid, Bidder represents that:

A. Bidder has examined and carefully studied the Bidding Documents, and any data and reference items identified in the Bidding Documents . . . .

B. Bidder has visited the Site, conducted a thorough, alert visual examination of the Site and adjacent areas, and become familiar with and satisfied itself as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work.

(Doc. 44-6, at 77-78). Benchmark’s bid of $3,250,828.00 was accepted and it was awarded the contract in February 2018. See Doc. 44-2, at 33-114 (Project Contract). The work was described in the contract as: The project includes the rehabilitation of 447 lf of 48” diameter, 1,766 lf of 54” diameter and 549 lf of 78” diameter combined sewer using trenchless technology, 2 laterals on North Jameson and 7 laterals on West High to be reinstated to the rehabilitated combined sewer with new cleanouts, and installation of new 1,674 lf of 10” diameter sanitary sewer, including 27 new lateral connections and cleanouts. Id. at 33. The same language from the bid form regarding representations of a site visit and examination appears in the Project Contract. See Doc. 44-2, at 37 (“Article 8 – Contractor’s Representations”). Benchmark then subcontracted with MGU. See Doc. 44-6, at 1-12. SPR Installation Generally

Drew Yandell served as the project foreman for MGU on the project. (Yandell Depo., Doc. 44-9, at 7). He described the process of installing SPR. Yandell recalled that MGU sent Black & Veatch (the engineering firm that oversaw the Project on the City’s behalf (Doc. 44-1, at 41-42)) a letter at the outset of the project describing the use of “slip lining”. Id. at 20. Yandell also described SPR installation process in general terms, stating: You set up the spool depending on the temperature outside. It needed to be a certain temperature. . . . It needs to be able to be flexible. . . . You get the machine -- you have got to get the hole opened up. You remove the concrete or whatever the pipe is made out of so the machine sets and will wind that new pipe directly in the middle of that post pipe. Then you get everything set up, get it all in there, get it wired up, ready to go, fired up, heated up. And then you just turn it on and let it go. Successfully, you will get the bead just right. You will make some small adjustments, it will start welding and it just goes. And then as long as flow is good and the pipe floats like it should, it will go right on down as long as the pipe is straight, what not.

Id. at 72-73. In this case, installment of SPR began in Fall of 2019, and immediately problems of breaking occurred because the SPR was dirty. Id. at 76. Yandell recalls the SPR was damaged on arrival due to improper storage attributed to nonparty Contech. Id. at 77. Contech also improperly delivered and transported the SPR which caused bending and ribbing; Contech’s apparent shortcomings continued throughout the course of the project. Id. at 77-78. SPR is supposed to have a protective film around it while stored, but because of the mis-storage, the SPR had no protective film and became dirty, which contributed to the cracking. Id. at 78-79. SPR was eventually installed from Rosedale to Charles, and also down Jameson to near North Street. Id. at 87-88. MGU repeatedly had to ask Contech for replacement SPR due to its defects. Id. The piping eventually cracked and failed around the welds as a result. Id. at 116. The record suggests this aspect of the project was never completed. Contract

The Project Contract contained provisions requiring, inter alia, Benchmark to supply the tools, labor and material. See Doc. 44-2, at 75-76. Both the bid document and contract contain provisions regarding Benchmark’s contractual duty to inspect the project site, for example: B. Contractor has visited the Site, conducted a thorough, alert visual examination of the Site and adjacent areas, and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. . . .

D. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or adjacent to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site that have been identified in the Supplementary Conditions, especially with respect to Technical Data in such reports and drawings, and (2) reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site that have been identified in the Supplementary Conditions, especially with respect to Technical Data in such reports and drawings.

E. Contractor has considered the information known to Contractor itself; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Contract Documents; and the Site-related reports and drawings identified in the Contract Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress, or performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor; and (3) safety precautions and programs incident thereto.

F. Based on the information and observations referred to in the preceding paragraph, Contractor agrees that no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract. (Doc. 44-2, at 36-37).

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Benchmark Construction Co., Inc. v. City of Lima, Ohio, Counsel Stack Legal Research, https://law.counselstack.com/opinion/benchmark-construction-co-inc-v-city-of-lima-ohio-ohnd-2022.