Luedtke Engineering Co. v. Indiana Limestone Co.

592 F. Supp. 75, 1983 U.S. Dist. LEXIS 14775
CourtDistrict Court, S.D. Indiana
DecidedAugust 9, 1983
DocketNA 80-165-C
StatusPublished
Cited by2 cases

This text of 592 F. Supp. 75 (Luedtke Engineering Co. v. Indiana Limestone Co.) is published on Counsel Stack Legal Research, covering District Court, S.D. Indiana primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Luedtke Engineering Co. v. Indiana Limestone Co., 592 F. Supp. 75, 1983 U.S. Dist. LEXIS 14775 (S.D. Ind. 1983).

Opinion

MEMORANDUM OF DECISION

NOLAND, Chief Judge.

In this breach of contract action the amount in dispute exceeds $10,000 and there is diversity of citizenship, therefore, the Court has jurisdiction as stipulated by the parties, under 28 U.S.C. § 1332.

*76 The plaintiff is Luedtke Engineering Company, Inc. (hereinafter referred to as “Luedtke”). Luedtke is a corporation organized under the laws of the State of Michigan having its principal place of business in Frankfort, Michigan. It is engaged in the business of marine construction. Luedtke primarily works in the Great Lakes area.

The defendant is Indiana Limestone Company, Inc. (hereinafter referred to as “Indiana Limestone”). It is a corporation organized under the laws of the State of Indiana having its principal place of business in Bedford, Indiana. Indiana Limestone is engaged in the business of quarrying and selling block and cut limestone.

Prior to the present transaction, which gives rise to this lawsuit, Luedtke and Indiana Limestone have done business together for a number of years. With respect to at least five other projects the business relationship between the two parties, although not completely harmonious, has been satisfactory. This is the first instance where the parties have turned to the court to settle a contract dispute.

The plaintiff, Luedtke, claims that defendant, Indiana Limestone, breached a contract which called for Indiana Limestone to make timely delivery of a certain kind of limestone, commonly known as “Breakwater” stone, “A” stone, or “Armor” stone. It is necessary to set forth the facts of the case before the Court can analyze the legal issues regarding the alleged breach of contract.

In either December of 1977 or January of 1978, the Chicago District Army Corps of Engineers (hereinafter referred to as “Corps of Engineers”) solicited bids from general marine contractors for the repair of a breakwater in the Milwaukee Harbor, Milwaukee, Wisconsin. Luedtke was one of the contractors solicited.

A breakwater barrier is an enlongated mound, covered with rocks of various sizes, that runs somewhat parallel to the shore. Its function is to protect the navigable waterway between the shore and barrier from the turbulent waters of Lake Michigan. To repair the Milwaukee Harbor breakwater, the named contractor would have to strategically place various amounts of stone, in three different sizes, on the existing mound, also known as a rubble mound. First, the contractor would have to spread a thin layer of stone called “C” stone on the submerged foundation of the rubble mound. Next, the “C” stone had to be covered with a larger sized stone known as “B” stone. Finally, the “B” stone would be covered with the largest sized stone, “A” stone. This “A” stone or “Breakwater” stone would become the exterior skin of the rubble mound. Not only would the “Breakwater” stone be placed on the rubble mound below the water surface, but it would be piled on the mound in such a manner that it would extend some distance above the surface of the water. Thereafter, it would be a barrier between the main body of the lake and the harbor.

Each category of stone, mentioned above, had to meet the Corps of Engineers’ specifications as set forth in their solicitation (i.e., weight, dimensions, absorption rate, etc.). In this action the Court is only concerned with the “A” stone. This is the grade of stone that Luedtke contracted to buy from Indiana Limestone and its alleged untimely delivery is the basis of this lawsuit.

“A” stone is a generic term for a large, heavy, limestone which, as previously stated, is principally used as the outer layer, the exterior, of breakwater barriers. It is essentially a by-product of the commercial quality stone quarry operations. The Corps of Engineers required that the “A” stone to be used for the Milwaukee Project range in weight from 10 to 20 tons, with 75 percent of the “A” stone to be over 14 tons in weight. The stone was to be such that the greatest dimension should not exceed three times the least dimension. An estimated 70,000 tons of “A” stone would be needed for this project. In addition to specifying the dimensions of the “A” stone, the Corps of Engineers also restricted the sources for which the general contractor could obtain the stone. At the onset of the *77 project, the Corps of Engineers approved only two sources from which the general contractor could purchase “A” stone. The “approved” sources were the Victor Oolitic Stone Company, Bloomington, Indiana and the Indiana Limestone Company quarries, with headquarters in Bedford, Indiana.

In the summer of 1977, Indiana Limestone was informed by the Corps of Engineers about the prospective Milwaukee Harbor Project. The Corps of Engineers called upon Indiana Limestone to assist them in preparing the budget for the project. At that time, Indiana Limestone knew that the Corps of Engineers contemplated that the general contractor would work during the period of March 15 to October 15, 1978, would not work during the period October 15, 1978 to March 14, 1979, and would complete work between March 15, 1979 and November 15, 1979. Although the Corps of Engineers had scheduled a time period during the winter where no work was to be done, the solicitation would allow a contractor to work during this period provided he obtained approval from the Corps of Engineers.

The Corps of Engineers provided Indiana Limestone with a list of general contractors who would be bidding on the Milwaukee Harbor Project. Luedtke received a letter, dated February 20, 1978, from Indiana Limestone which was a. quotation to supply Luedtke with the 70,000 tons of type “A” breakwater stone at “$10.25 per net ton, F.O.B. cars our quarries, Lawrence and Monroe Counties, Indiana.” The quote also stated that the “price of stone [would] be valid for shipments during the years 1978 and 1979”.

Luedtke used Indiana Limestone’s offer to formulate its overall bid to the Corps of Engineers. Subsequently, on April 12, 1978, the Milwaukee Harbor Project contract was awarded to Luedtke. They were to repair the existing breakwater barrier for $2,331,600.

Between the time that the contract was awarded to Luedtke and the time that work on the project was to commence, Luedtke made efforts to secure “A” stone from other quarries at a price lower than Indiana Limestone’s bid. Luedtke was able to locate “A” stone in sufficient quantity at a rate of $5.25 a ton. This stone was located at a quarry that was not approved by the Corps of Engineers. Several attempts were made by Luedtke to persuade the Corps of Engineers to approve this quarry. In the meantime, Indiana Limestone learned that Luedtke was in the process of trying to obtain permission from the Corps of Engineers to use “A” stone from an unapproved quarry. In an effort to secure Luedtke’s business, Indiana Limestone lowered the price of their “A” stone to $5.50 a ton. This oral modification of the offer was made by phone on June 13, 1978. On the same day, Luedtke was informed by the Corps of Engineers’ contracting officer that they were officially denying Luedtke’s request to use “A” stone from any non-approved source.

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Cite This Page — Counsel Stack

Bluebook (online)
592 F. Supp. 75, 1983 U.S. Dist. LEXIS 14775, Counsel Stack Legal Research, https://law.counselstack.com/opinion/luedtke-engineering-co-v-indiana-limestone-co-insd-1983.