Abington Constructor v. Madison Paper

CourtCourt of Appeals for the First Circuit
DecidedMarch 22, 2000
Docket99-1593
StatusPublished

This text of Abington Constructor v. Madison Paper (Abington Constructor v. Madison Paper) is published on Counsel Stack Legal Research, covering Court of Appeals for the First Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Abington Constructor v. Madison Paper, (1st Cir. 2000).

Opinion

USCA1 Opinion

[NOT FOR PUBLICATION-NOT TO BE CITED AS PRECEDENT]

United States Court of Appeals

For the First Circuit



No. 99-1593

ABINGTON CONSTRUCTORS, INC.,


Plaintiff, Appellee,


v.


MADISON PAPER INDUSTRIES,


Defendant, Appellant.


APPEAL FROM THE UNITED STATES DISTRICT COURT


FOR THE DISTRICT OF MAINE


[Hon. Eugene W. Beaulieu, U.S. Magistrate Judge]


Before


Selya, Circuit Judge,

Coffin, Senior Circuit Judge,

and Boudin, Circuit Judge.



Charles Harvey for appellant.

John H. Montgomery with whom Daniel J. Mitchell was on brief for appellee.





March 21, 2000


COFFIN, Senior Circuit Judge. Defendant-appellant Madison Paper Industries appeals from a decision of the district court granting plaintiff-appellee Abington Constructors, Inc. quantum meruit relief for extra-contractual construction work. Applying Maine law in this diversity case, we conclude that quantum meruit recovery is not precluded by the existence of an express contract between the parties and that the evidence permitted the court to find that the elements of quantum meruit existed. We therefore affirm the judgment.

I. Background

Neither party challenges the district court's factual findings and we therefore borrow liberally from its rendition of the facts. See Abington Constructors, Inc. v. Madison Paper Indus., Civ. No. 98-0048-B (D. Me. Mar. 31, 1999). Madison is the owner and operator of Anson Dam, a hydroelectric facility on the Kennebec River in central Maine, which consists of a dam, a waste gate, and a power station. In May 1996, Madison requested bids on a project to reconstruct the Anson Dam waste gate and repair the power station. In order to conduct the repairs, both an "upstream" and a "downstream" cofferdam (an enclosure from which water is pumped to allow construction on the exposed bottom of a body of water) were necessary because much of the work would be done below the water level of the river. The downstream cofferdam was located in a "tail pond" into which water flowed after passing under the power station and turning the turbines.

The project manual that Madison provided to bidders contained a "Form of Contract" (FOC) (an agreement to be signed by Madison and the chosen contractor), conditions to the FOC, technical specifications, and a list of contract drawings. The FOC stated that a bidder could rely on "the general accuracy of the 'technical data'" in the materials but authorized only "limited reliance" on drawings.

The bidding instructions informed prospective bidders that they would be granted access to the site to perform any necessary testing and placed responsibility on the bidder to be familiar with the site terrain. When Abington visited the site to conduct an inspection, the river flows were too high for it to survey the river. When Madison's project manager later invited Abington to revisit the site, Abington declined. Relying on water flow and bottom elevation data in the project manual, Abington submitted what turned out to be the lowest bid, agreeing to do the work for $808,500.

In its bid form, Abington represented as follows:

BIDDER has obtained and carefully studied (and assumes responsibility for obtaining and carefully studying) all such examinations, investigations, site visits, explorations, tests and studies . . . which pertain to the subsurface or physical conditions at the site or otherwise may affect the cost, progress, performance or furnishing of the Work as BIDDER considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents . . . .



Although the FOC had been included in the project manual, the parties agreed to forego the FOC and instead Madison issued a purchase order to Abington to signal its acceptance of Abington's bid, creating a contract. The purchase order referenced the project manual as well as Abington's bid form in describing the work to be performed. The district court found that the parties intended the purchase order to act as a substitute for signing the FOC and that there was mutual assent to incorporate the project manual and the bid form. The court also found that Abington committed a breach, although not in bad faith, by failing to conduct its own investigation.

Before constructing the downstream cofferdam, Abington investigated the contour of the relevant area of river bottom. The project manual drawings recorded the average level of the tail pond to be 222.65 feet above sea level, although it was actually 223.65 feet above sea level on average. Further, the drawings did not reveal several deep contours in the area where the cofferdam was to be constructed. The design for the cofferdam was created by a professional engineer retained by Abington and approved by an engineering firm employed by Madison.

In July 1996, Abington began construction of the downstream cofferdam and was forced to use 300 bulk bags filled with sand and 5000 smaller bags, rather than the 180 bulk bags and 250 smaller bags it had initially allocated, due to water levels and river bottom configurations that were different from specifications in the project manual. The route of the cofferdam also had to be altered due to the river bottom configuration. The cofferdam stood between 224 and 226 feet above sea level and a liner was placed over the bags to prevent leaks.

When Abington first noted the discrepancies between the site measurements and their specifications in the project manual, it conveyed to Madison its fears that surmounting these obstacles would create additional costs. It later memorialized its concern in a letter to Madison stating that it was compiling the costs associated with overcoming the unexpected conditions and requested that a change order be issued. Madison, however, did not respond. To further complicate matters, over the next several months a series of floods caused extensive delay on the project. The FOC provided that when high water flows caused delay, Abington would be granted an extension of time equal to the length of the delay. The FOC placed responsibility for any overtopping of the cofferdams due to the high water flows on the contractor: "If river elevations increase to the extent that the cofferdams are overtopped and construction areas are flooded, the Owner will assume no responsibility for flooding." Nevertheless, prior to awarding Abington the project, Madison issued an addendum ("Addendum I"), stating that "[i]n the unlikely event of a major flood, [Madison] will pay the direct replacement costs of coffer dams provided coffer dams have been completed and approved by [Madison] prior to flooding. . . . Downstream coffer to be constructed to elevation 226.25."

From August to October, a series of interactions between the parties occurred in which Madison indicated that it would cover some, if not all, of the additional costs caused by the faulty specifications and high water flows.

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