Flippo Construction Co. v. Mike Parks Diving Corp.

531 A.2d 263, 1987 D.C. App. LEXIS 436
CourtDistrict of Columbia Court of Appeals
DecidedSeptember 17, 1987
Docket86-363
StatusPublished
Cited by27 cases

This text of 531 A.2d 263 (Flippo Construction Co. v. Mike Parks Diving Corp.) is published on Counsel Stack Legal Research, covering District of Columbia Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Flippo Construction Co. v. Mike Parks Diving Corp., 531 A.2d 263, 1987 D.C. App. LEXIS 436 (D.C. 1987).

Opinion

FERREN, Associate Judge:

Appellant Flippo Construction Company, Inc. (“Flippo”), the plaintiff general contractor, challenges the trial court’s entry of judgment, after a bench trial, in favor of the defendant subcontractor, appellee Mike Parks Diving Corporation (“Parks”), on Flippo’s $56,920 claim for breach of a contract to perform certain repairs on the East Basin Drive Bridge. 1 Flippo contends the trial court erred: (1) in allowing Parks to present defenses of mistake and misrepresentation, which Parks had failed to plead before trial; (2) in admitting certain parol evidence, offered by Parks, as to the parties’ intentions under the contract; and (3) in concluding no contract existed because there had not been a “meeting of the minds” on a material term. 2 Although we reject Flippo’s first two assertions of error, we agree with the third. We therefore reverse and, under the circumstances, must remand for a new trial.

I.

In September 1982, Flippo contracted with the Federal Highway Administration (FHA) to repair the East Basin Drive Bridge. This prime contract included concrete repairs to the abutments and pier walls of the bridge, as well as repairs to an ice fence. The first item required underwater application of concrete, and the contract called for the use of a particular fast-setting high strength concrete patch *265 ing compound: “Speedcrete Blue Line (Special Underwater Formula) or approved equal.”

Flippo requested bids from subcontractors for the labor portions of these two items (Flippo was to provide all the materials and supplies). Flippo required bids with a fixed total labor cost rather than bids based simply on an hourly rate. According to Flippo’s project manager, Paul Altman, Jr., Parks’ bid was the only one responsive to this fixed sum requirement. Specifically, Parks’ initial bid on March 4, 1983 was for a sum not to exceed $18,680 for the repairs to the abutments and pier walls. 3 Parks’ bid anticipated twenty days of labor and provided a detailed estimate of the cost of using fiberglass forms as the method of repair. The bid did not mention Speedcrete.

During further negotiations in March 1983, Parks requested three modifications of the original specifications. First, it asked to use a waterblaster instead of a chipping hammer to remove damaged concrete. Second, Parks proposed to use 4,000 p.s.i. concrete instead of Speedcrete to repair the ice fence. Third, and most important, Parks asked to substitute fiberglass forms for Speedcrete to repair the abutments and pier walls. Flippo agreed to present these requests to FHA.

It is unclear how hard Flippo actually pressed FHA for Parks’ third requested modification. Flippo’s project manager, Altman, testified that he had orally discussed with FHA the substitution of fiberglass forms for Speedcrete. 4 He added, however, that because FHA had insisted on Speedcrete, he did not pursue the matter further when he wrote to FHA on March 9, 1983 requesting the other two modifications for Parks. Indeed, in that letter Altman stated the repairs to the abutments and walls would be done “using the Speed-crete formulae as previously submitted and approved.” In its reply of March 28, FHA agreed to the two modifications, permitting use of a waterblaster and 4,000 p.s.i. concrete for the ice fence. This March 28 letter, which was later attached to the subcontract signed by Flippo and Parks on April 25, 1983, contained no reference to the use of Speedcrete for the repair of the abutments and walls. The trial court did not clearly resolve the factual dispute over Flippo’s pursuit of this requested modification, but the court did find “there is not a clear showing that Flippo fully presented to the FHA the alternative method of fiberglass forms.” 5

There was also a factual dispute over what Flippo had told Parks about the use of Speedcrete for the major portion of the subcontract. Altman testified that he had informed Parks of the need for Speedcrete at a March 9 meeting, before sending the letter to FHA:

Q. [By Flippo’s counsel] What was the substance of that meeting?
A. It was that the — it appeared that Federal Highway [FHA] would not accept any alternates to the Speedcrete solution and that we would be willing to discuss, you know, his prices for doing the Speedcrete in accordance with the contract specifications, which we did. As a result, the subcontract was formulated from that.
* * # * * *
Q. [By Parks’ counsel] So wasn’t it your intention to mislead Mr. Parks into believing that his request as communicated to you had been presented to the FHA and approved?
******
*266 A. Absolutely not. At the subsequent meeting we had between the 2nd of March and the date this letter was written [March 28], it was expressed to Mr. Parks that anything other than Speed-crete would be wholly unacceptable to the Federal Highway [Administration] due to its usage as an experimental project on this project.

Altman further testified that, at this point, Parks did not request any modification of its original bid to perform the work.

To the contrary, Mike Parks, the owner of Mike Parks Diving Corporation, testified that Altman never had told him Flippo had informed FHA that Speedcrete was going to be used. Parks added that he did not see Flippo’s March 9 letter to FHA confirming the use of Speedcrete until after the lawsuit had been filed. He stated his “understanding was that we were going to try for the approved equal and not use the Speedcrete.” Indeed, Parks also testified that even after receipt of the March 28 letter from FHA, Flippo had informed him it was still making efforts to gain approval for an alternative to Speedcrete. He further stated that Altman did not inform him that FHA had indicated that it would not allow a substitute for Speedcrete.

The evidence admitted at trial did not make clear what Mike Parks’ understanding ultimately was with respect to using Speedcrete for the major repair work. 6 In its brief, Parks initially claims its “lump-sum bid of $23,000 for twenty days of labor was dependent upon using all three of the aforementioned modifications to the prime contract specifications. Parks never contemplated the use of Speedcrete, and never submitted a bid which included the term.” The record does confirm that Parks’ original bid for the job did not mention Speedcrete and was based on twenty days of labor using the fiberglass forms alternative. Furthermore, in a portion of his deposition admitted into evidence at trial, Mike Parks stated that he had made his bid “based on an alternate method of repair.” In a May 27 letter to Altman, moreover, Parks stated his version of an April meeting with Altman when they discussed FHA’s March 28 response to the earlier requested modifications: “I also told you in our meeting in your office when we discussed John D’Angelo’s letter of March 28, 1983 that if the Fed.

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Bluebook (online)
531 A.2d 263, 1987 D.C. App. LEXIS 436, Counsel Stack Legal Research, https://law.counselstack.com/opinion/flippo-construction-co-v-mike-parks-diving-corp-dc-1987.