Wampler v. Goldschmidt

486 F. Supp. 1130, 1980 U.S. Dist. LEXIS 17683
CourtDistrict Court, D. Minnesota
DecidedFebruary 28, 1980
DocketCiv. 5-80-39
StatusPublished
Cited by1 cases

This text of 486 F. Supp. 1130 (Wampler v. Goldschmidt) 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
Wampler v. Goldschmidt, 486 F. Supp. 1130, 1980 U.S. Dist. LEXIS 17683 (mnd 1980).

Opinion

ORDER

MILES W. LORD, District Judge.

I. FACTS

On August 12, 1974, the States of Minnesota and Wisconsin entered into an agreement wherein the states agreed to cooperate in the construction of a proposed new Arrowhead Bridge spanning the St. Louis River between Duluth, Minnesota, and Su *1132 perior, Wisconsin. The agreement essentially provided that the states would cooperate in the apportionment of the costs of construction, engineering, operation and maintenance of the new bridge. The states also agreed to cooperate with the Federal Highway Administration and to seek to obtain federal funding for the bridge project; the states agreed to share equally in that portion of the cost of the new bridge which was not paid by the federal government. The 1974 agreement was amended, in August 1979, to take into account the fact that federal funding for the Arrowhead Bridge would come from a nationwide appropriation of discretionary bridge funds authorized by the Surface Transportation Assistance Act of 1978. The Amended Agreement provided that the federal government would fund eighty percent (80%) of the cost of the project; each state would be responsible for half of the balance. The agreement provided that Wisconsin would undertake the design, and prepare the contract plans and specifications for the various projects included in the bridgework and, further, would administer those contracts; all of the functions undertaken by the State of Wisconsin were subject to the approval of the State of Minnesota. In addition, each state was responsible for and would bear the cost, subject to reimbursement by federal funding, for the necessary approach work on their side of the river.

Wisconsin, with the concurrence of Minnesota and the Federal Highway Administration, determined that there would be approximately 14 prime contracts let for thé bridge job. Included as one of the 14 prime contracts was the contract involved in the instant case, the Minnesota-Wisconsin Arrowhead Bridge Main Span Contract. The main span contract was scheduled for letting on December 18,1979, and the State of Wisconsin advertised for bids based upon that letting date. The main span contract consisted of the construction of the superstructure steel on the main span of the bridge and all incidental items necessary to complete the work for that main span. The proposal for the main span contract was prepared by the State of Wisconsin, Department of Transportation, and was reviewed and approved by both the State of Minnesota and the Federal Highway Administration. The work required thereunder involved fabrication and erection of approximately 2,700 tons of structural steel to form the main span of the new Arrowhead Bridge.

The proposal sent to bidders contained a provision requiring bidders to submit a bid for domestic steel and also, if they so elected, submit an alternative bid using non-domestic structural steel. The proposal specified that the contract would be awarded to the lowest responsible bidder who submitted a bid to furnish domestic structural steel, unless such total bid exceeded the lowest total bid based upon furnishing non-domestic, or foreign steel, by more than 10 percent. This proposal was issued in accordance with section 401 of the Surface Transportation Assistance Act of 1978, and the federal regulation enacted pursuant thereto, 23 C.F.R. § 635.410 (1979).

On or about September 18, 1979, the State of Wisconsin awarded two contracts for substructure work in the total amount of approximately $10,350,000.00. On or about December 18, 1979, another substructure contract for the bridge was awarded in the amount of approximately $4,715,000.00.

Defendant Cleco Construction Company of St. Paul, Minnesota (Cleco), after reviewing the advertisement for bids and requesting and receiving plans and a proposal for the bid for the main span work, determined to submit a bid on this project. Cleco submitted its proposal on December 18, 1979; its proposal contained prices based upon both domestic steel and foreign steel.

Seven bids were received based upon domestic steel and two of the seven bidders also submitted a foreign steel alternate for the main span project. On or shortly after December 18, 1979, the State of Wisconsin determined that Cleco’s bid utilizing the foreign steel alternate was the lowest responsive bid. In addition, the State of Wisconsin determined that the lowest bid based upon furnishing domestic structural steel *1133 exceeded Cleco’s bid by more than ten percent. Cleco’s foreign steel alternate bid was in the amount of $6,825,886.10; the next lowest bid, Pittsburgh-Des Moines Steel Company’s bid, was in the amount of $7,764,683.26.

On December 20,1979, the Wisconsin Department of Transportation recommended to the Minnesota Department of Transportation that the main span contract be awarded to Cleco since the lowest domestic steel bid was 13.8 percent in excess of Cleco’s foreign steel alternate bid. On December 26, 1979, the Minnesota Department of Transportation contacted the Wisconsin Department of Transportation indicating its concurrence in awarding the Cleco bid. Thereafter, on December 28, 1979, the Wisconsin Department of Transportation notified Cleco, by letter, that it had been awarded the contract, and enclosed the contract and bond for execution. Cleco executed the contract and bond and returned both to the State of Wisconsin. The State of Wisconsin reviewed the contract and bond, and forwarded the documents to the State of Minnesota for execution.

Prior to the execution of the contract by the Minnesota defendant, plaintiffs brought the instant action seeking to enjoin the execution and performance of the main span contract, and the committing of any federal or state funds for the construction project on the grounds that such would violate section 401 of the Surface Transportation Assistance Act of 1978, Pub.L.No.95-599, 92 Stat. 2689, 2756 (1978), and Minn. Stat. § 16.073.

II. DISCUSSION

A. Standing.

Standing is simply the requirement that a party seeking redress in the federal courts have “a sufficient stake in an otherwise justiciable controversy.” Sierra Club v. Morton, 405 U.S. 727, 731, 92 S.Ct. 1361, 1364, 31 L.Ed.2d 636 (1972). In an effort to determine whether the plaintiffs in the instant action have such a “sufficient stake,” it is necessary to make two inquiries:

1) Have the plaintiffs alleged that the defendants’ acts will cause them injury in fact; and

2) Is the interest sought to be protected “arguably within the zone of interests to be protected or regulated by the statute”. Assn. of Data Processing Service Organizations, Inc. v. Camp, 397 U.S. 150, 152-53, 90 S.Ct. 827, 830, 25 L.Ed.2d 184 (1970). See also Rodeway Inns of America, Inc. v. Frank, 541 F.2d 759, 763-65 (8th Cir. 1976); Churchill Truck Lines, Inc. v.

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499 F. Supp. 1223 (D. Minnesota, 1980)

Cite This Page — Counsel Stack

Bluebook (online)
486 F. Supp. 1130, 1980 U.S. Dist. LEXIS 17683, Counsel Stack Legal Research, https://law.counselstack.com/opinion/wampler-v-goldschmidt-mnd-1980.