Manson Construction & Engineering Co. v. State

27 Cont. Cas. Fed. 80, 600 P.2d 643, 24 Wash. App. 185, 1979 Wash. App. LEXIS 2711
CourtCourt of Appeals of Washington
DecidedSeptember 13, 1979
Docket4218-2
StatusPublished
Cited by2 cases

This text of 27 Cont. Cas. Fed. 80 (Manson Construction & Engineering Co. v. State) is published on Counsel Stack Legal Research, covering Court of Appeals of Washington primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Manson Construction & Engineering Co. v. State, 27 Cont. Cas. Fed. 80, 600 P.2d 643, 24 Wash. App. 185, 1979 Wash. App. LEXIS 2711 (Wash. Ct. App. 1979).

Opinion

Petrie, J.

The State of Washington appeals from portions of an order dated August 8, 1979, which reversed decisions of the Department of Transportation refusing to prequalify the plaintiff contractors as eligible to bid on a contract to construct a temporary replacement floating bridge across Hood Canal. We affirm the order of the trial court.

*186 On February 13, 1979, the western half of the floating bridge built in 1960 across Hood Canal on State Route 104 was demolished during a severe wind storm and unfavorable tidal circumstances. The resultant loss of use of this highway caused harsh economic and transportation problems to a substantial portion of the state. Faced with this sudden and serious emergency, the Department of Transportation devised immediate, interim, and long-range plans to resolve the problem. This case presents a challenge to the procedure by which the department sought to implement its interim plan: to restore use of the highway for a 5-year period by constructing a temporary floating bridge which would connect with the remaining portions of the original structure.

In April, the department's bridge engineer, Mr. C. S. Gloyd, visited several sites at which temporary floating bridges had been constructed by Acrow Corporation of America. The record is replete with indications of the department's satisfaction that Acrow's bridge system works successfully at the several sites for the purposes for which each facility was constructed. One such indication appears in the department's presentation of its plans to a committee of the state legislature on May 9:

We are fully aware of the Aero [sic] bridge concept at this point in time that will do the job as we understand it, but we are not sure that there aren't possibilities of others and we want to make sure that if there are that the contracting process is handled in a competive [sic] fashion.
Another important element and one I certainly want to share with you, we believe that we should not, with this temporary bridge, gamble on ideas. We are saying that the contractor must have previously constructed some similar type of bridge so that we can look at it and get some understanding of what it is and of course in the prequalification we would have to be assured that he can provide the guarantee. But, again we do not think it wise with some of the unknowns that we have that we start trying to let somebody bid on ideas. There just isn't time *187 for us to analyze engineering-wise ideas and frankly there isn't enough time for somebody to spend an awful lot of time engineering new ideas so we are looking for proven performance here on any prospective bidder.

Contract development proceeded with occasional conferences between Acrow personnel and department staff. The record does not reflect that such contract development conferences were conducted with personnel from other potential bidders. At one point, Acrow's representatives expressed "some concerns" with the developing contract specifications and, as reported by department personnel, "suggested some changes they felt were necessary for them to feel comfortable bidding on this contract." Some were adopted; some were rejected.

Bid notices, issued in June, specified that within 300 days of execution of the contract, the successful bidder would be required to design, fabricate, and construct 4,000 feet of floating bridge warranted to survive for 5 years under specified climatic conditions at Hood Canal. Only the most general design requirements were incorporated into the bid specifications, many of which were consistent with components and configurations previously utilized by Acrow at its existing facilities. For example, flotation devices were required to have a minimum depth of 6 feet, and if constructed of steel, a minimum thickness of 4 mm, provided with 3-year cathodic protection. These meet the precise qualities of Acrow's Uniflotes, an essential flotation component Acrow had previously fabricated and erected at other sites. 1

Although several contractors had expressed an interest in qualifying for the bid, only one was certified as prequalified. Accordingly, on the date set for opening bids only one contractor, Acrow, had submitted a bid.

*188 Notice to contractors contained the following prequalification items:

The Department shall certify as prequalified for the construction of the Temporary Hood Canal Bridge, only those firm which have all of the following requirements:
1. Adequate financial resources or the ability to secure such resources;
2. The necessary experience, organization, and technical qualifications to design and construct floating structures.
3. The ability to comply with the required performance schedule taking into consideration all the firm's existing business commitments.
4. A satisfactory record of performance, integrity, judgment, and skills; and
5. Be otherwise qualified and eligible to design and construct floating structures under applicable laws and regulations.
6. Can provide evidence of previous successful use by the Contractor of the proposed floating bridge configuration.
7. Can provide evidence that a warranty secured by an insurance policy will be furnished as specified elsewhere in these project specifications.

(Italics on items 2 and 6 are ours.)

The first five items are mandated by RCW 47.28.070; 2 the seventh item is of no particular concern for purposes of *189 this opinion; but the validity of the sixth item is crucial to this appeal because the department notified three prospective bidders that "Your firm met all of the special requirements except for item 6 . .

Accordingly, the department refused to certify those prospective bidders, denying them the right to submit bids on the project. Those three firms (together with a fourth firm, whose status we ignore for purposes of this opinion) filed an action for damages against the State of Washington and also appealed the decisions of the department which refused prequalification certification.

The appeals were heard summarily, pursuant to RCW 47.28.070, in Superior Court for Thurston County. The trial court reversed the decisions of the department and directed the department, "pending further Order of the Court," not to enter into a contract with Acrow pursuant to its bid which was received on August 1, 1979. Nevertheless, the trial court refused to approve or provide any specific method for plaintiffs to enforce their newly acquired right to be recognized as prequalified.

Free access — add to your briefcase to read the full text and ask questions with AI

Related

Ago
Washington Attorney General Reports, 1996

Cite This Page — Counsel Stack

Bluebook (online)
27 Cont. Cas. Fed. 80, 600 P.2d 643, 24 Wash. App. 185, 1979 Wash. App. LEXIS 2711, Counsel Stack Legal Research, https://law.counselstack.com/opinion/manson-construction-engineering-co-v-state-washctapp-1979.