Thatcher Engineering Corp. v. Bihlman

473 N.E.2d 1022, 1985 Ind. App. LEXIS 2150
CourtIndiana Court of Appeals
DecidedFebruary 6, 1985
Docket3-883A249
StatusPublished
Cited by3 cases

This text of 473 N.E.2d 1022 (Thatcher Engineering Corp. v. Bihlman) is published on Counsel Stack Legal Research, covering Indiana Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Thatcher Engineering Corp. v. Bihlman, 473 N.E.2d 1022, 1985 Ind. App. LEXIS 2150 (Ind. Ct. App. 1985).

Opinion

GARRARD, Judge.

In the spring of 1974 Northern Indiana Public Service Company (NIPSCO) was in the process of constructing the Rollin M. Schahfer Generating Station in Wheatfield, Indiana. Calumet Trucking Company (Calumet), an earth moving and excavation firm, was preparing a bid to perform dike work, including the construction of slurry cutoff walls, 1 surrounding settling basins for polluted water used in the electrical generating process. In order to prepare its bid, Calumet received pre-bid specifications and drawings prepared by Sargent & Lun-dy, NIPSCO's design engineers. Included in the pre-bid information were drawings completed by Sargent & Lundy indicating the results of soil borings taken by Salisbury Engineering, also hired by NIPSCO. The borings were provided by NIPSCO as information to bidders, were not part of the job specifications, and were clearly marked "FOR REFERENCE ONLY."

Calumet had no experience in construct ing slurry walls and solicited bids for their construction by subcontractors. Calumet gave the subcontractors the same pre-bid information it had received from NIPSCO. *1024 The typical method used in this country to construct slurry walls is called the "open trench method." This method consists of digging a trench, filling it with slurry and then bulldozing excavated material back into it.

In March 1974 Calumet was approached by Fred Schmednecht, the vice-president of Thatcher Engineering (Thatcher) regarding a European method for constructing slurry walls. Representatives of Calumet and Thatcher travelled to Europe to evaluate the process. A German firm, Philipp Holzmann, A.G., had experience with this method and subsequently formed with Thatcher a joint venture known as Thatcher-Holzmann.

The European method is known as the "vibrated beam method." It consists of driving a 33 inch wide steel beam into the ground by means of a vibrating hammer until it reaches a layer of impervious clay. As the beam is withdrawn, slurry is sprayed into the hole. The beam is then driven into the ground overlapping the slurry previously inserted, so that eventually a continuous sealed wall of slurry surrounds an area.

As with other subcontractors preparing bids, Thatcher-Holzmann received from Calumet the pre-bid information which included the soil boring drawings performed for NIPSCO. Based on this information, Thatcher-Holzmann submitted a bid to Calumet who then submitted its bid to NIP-SCO. Calumet's bid contained alternatives for the construction of the slurry wall, le. NIPSCO had the option of accepting the bid with either the open trench or vibrated beam method. NIPSCO accepted Calumet's bid with the vibrated beam method: contingent on construction of the slurry wall to NIPSCO's satisfaction. If the method did not work, Calumet's bid with the open trench method would be used.

On October 28, 1974 Calumet and Thatcher-Holzmann entered into a subcontract and work proceeded on construction of the slurry wall. During the spring of 1975 Thatcher-Holzmann encountered various problems constructing the slurry wall primarily due to the presence of denser soil than represented in any of the soil boring drawings. As a result, Thatcher-Holzmann replaced and upgraded various equipment and suffered lost time and increased labor costs as it attempted to perform to NIP-SCO's satisfaction.

Thatcher- Holzmann brought an action seeking money damages for the breach of an oral contract for installation of a test cell, for misrepresentation of material facts used' in obtaining bids, and for failure to pay under an oral modification to the written contract. After all the evidence had been presented but prior to submission of the issues to the jury, the trial court granted Calumet's motion for partial judgment on the evidence on the claim for damages stemming from erroneous soil boring drawings provided in the pre-bid package of information. The other issues were submitted to the jury which found for Thatcher-Holzmann on the issue of the test cell only and awarded damages of $15,000. After denial of its motion to correct errors, Thatcher-Holzmann brings this appeal.

Issues:

(1) Did the trial court err in granting the contractor's motion for judgment on the evidence?
(2) Did the trial court err in refusing to give certain instructions tendered by the plaintiff?

Judgment on the evidence

As we stated in Craven v. Niagara Machine and Tool Works, Inc. (1981), Ind. App., 417 N.E.2d 1165, 1168:

"The rule in Indiana with respect to motions for judgment on the evidence is that such a motion may be properly granted only if there is not substantial evidence or reasonable inference derived therefrom supporting an essential element of the claim: a complete failure of proof. Ortho Pharmaceutical Corp. v. Chapman (1979), Ind. App., [180 Ind. App. 33] 388 N.E.2d 541. Where reasonable men might differ about the evidence or where the determination of liability de *1025 pends upon resolving conflicting evidence, the issue is one for a jury. Therefore, a trial court may properly grant judgment on the evidence against a plaintiff only where the evidence on one or more issues is without conflict and is susceptible of only an inference in favor of the defendant. Gilbert v. Stone, City Const. Co., Inc. (1976), 171 Ind.App. 418, 357 N.E.2d 738. Appellate review of a ruling on a motion for judgment on the evidence is subject to the same standards which govern the trial court in ruling on the motion. Hendrickson & Sons Motor Co. v. OSHA (1975), 165 Ind.App. 185, 331 N.E.2d 743. Therefore, this court's task is to consider the evidence most favorable to the non-moving party along with all reasonable inferences therefrom. From this evidence we must determine whether there was any evidence supporting each element which would justify submission of the claim to the jury. Indiana Rules of Procedure, Trial Rule 50. Hendrickson, - supra; _- Montgomery Ward & Co., Inc. v. Tackett (1975), 163 Ind.App. 211, 323 N.E.2d 242."

Before we analyze the parties' claims, we note the relationships present here. NIP-SCO is the owner of the real estate, Sargent & Lundy is the project design engineer hired by NIPSCO, Calumet is an independent contractor awarded a construction contract with NIPSCO and Thatcher-Holzmann is a subcontractor under contract to Calumet.

Thatcher-Holzmann argues that the trial court erred in granting partial judgment on the evidence because it presented evidence on each element of its claim so that based on the evidence or reasonable inferences drawn therefrom reasonable people might differ regarding the conclusion to be reached. Specifically it asserts that Calumet disclosed to it soil boring results upon which it relied as accurate in order to prepare its bid.

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Bluebook (online)
473 N.E.2d 1022, 1985 Ind. App. LEXIS 2150, Counsel Stack Legal Research, https://law.counselstack.com/opinion/thatcher-engineering-corp-v-bihlman-indctapp-1985.