Dudley Construction, LTD., Richard Mark Dudley, and Hartford Fire Insurance Company v. ACT Pipe & Supply, Inc.

531 S.W.3d 744
Court of Appeals of Texas·Decided July 14, 2016·No. 06-15-00045-CV·Published·Cited by 1 cases

Opinions

OPINION

Opinion by

Chief Justice Morriss

In its role as supplier to Dudley Construction, Ltd., and Richard Mark Dudley (collectively, Dudley1), ACT Pipe & Supply, Inc., (ACT) helped Dudley on two water, and sewer improvement projects in Texas’ Bryan/College Station area.2 After engaging in some give and take over the type of pipe fittings that were to be supplied, the parties ended up disputing the cost of materials provided. ACT sued Dudley and Hartford Fire Insurance Company, the payment-bond surety on the projects. After trial yielded jury findings generally favorable to Dudley, the trial court entered judgment notwithstanding the verdict (JNOV), awarding ACT a judgment for $124,483.90 in damages and $131,823.99 in attorney fees.

On appeal, Dudley argues that the trial court erred by granting a JNOV on ACT’s sworn-account and trust-fund claims on the .Tabor Road Project (the Tabor- Project), by awarding attorney fees to ACT, by failing to require ACT to segregate its attorney fees, by basing its award against Dudley and Hartford on ACT’s payment-bond claim, by. failing to file requested findings of fact and conclusions of law, and by directing a verdict and refusing to submit a jury question on Dudley’s. fraud counterclaim. Dudley also asserts that the evidence is legally and factually insufficient to support either the jury’s answers that ACT perfected its bond claim or the amount of attorney fees awarded. We affirm in part and reverse in part.3

Before we address the particular arguments, we offer this extensive background explanation of the factual and legal posture of this case.

Dudley was the winning bidder on two water and sewer improvement projects in Texas’ Bryan/College Station area. One project was in Bryan and is referred to as the Tabor Project, while the other project was in College Station and is referred to as the Reclaimed Water Project. The issues in this case arise primarily from the Tabor Project.4

The purpose of the Tabor Project was to add a five-million-gallon storage tank and to clean, line, and beautify an existing tank. Dudley was the general contractor on the job, and ACT provided pipe and pipe fittings for the connections under the tank and for hooking the tank into the main distribution system. The dispute in this case centered on the nature of the pipe required by the plan specifications and the prices to be paid for that pipe. To understand the parties’ dispute, it is helpful to understand the pipe technology used in the Tabor Project.

[749]*749 A. The Pipe Technology

Two general types of pipe technology were referenced in this case, slip-joint, also called push-joint pipe, and restrained-joint pipe. The slip-joint pipe referred to in this case is straight on one end and flares into a bell on the other end. A straight pipeline of slip-joint pipe is created by inserting the straight end of one section of pipe into the bell end of the adjacent section of pipe and repeating the process with other sections until the pipeline reaches the desired length. The pipeline is then attached to the beginning and ending destinations through fittings.5 By contrast, restrained-joint pipe does not simply join together, it also has mechanisms that lock adjacent sections together where joined.6

When fluids are pushed through a pipeline under pressure, the internal pressure from that fluid causes the pipe sections to separate at the joints. Therefore, pressurized pipelines must be restrained in some manner to keep the pipe sections from moving and separating. Restrained-joint pipe is, by definition, restrained. Additional restraints may be added, but the pipe itself is restrained when assembled. Slip-joint pipe can be restrained in at least three ways. First, it can be restrained through internal restraint inserts. Second, it can be externally restrained by adding locking mechanisms to the outside of the joined pipe joints. Finally, slip-joint pipe can be externally restrained by concrete blocking.

Concrete blocking is accomplished by pouring concrete between the pipe fittings and the stable ground beneath the fittings. The pipe joints are then anchored to the concrete at the point where fittings are placed using metal harnesses or clamps around the pipe which are secured to the concrete. These anchors serve to keep the pipe from moving and separating when the internal pressure inside the pipeline increases as fluid begins moving through it.

B. ACT’s Original Proposal and Sub-mittals

When the City announced it was accepting bids for the Tabor and Reclaimed Water Projects, ACT’s Waco operations manager, Mark Stroud, provided a proposal to Dudley called a “takeoff.”7 Stroud believed that slip-joint pipe met the engineer’s specifications and, therefore, the contract’s specifications, because the plans called for concrete blocking. Accordingly, Stroud used prices for slip-joint pipe in preparing [750]*750the first submittal.8 In the takeoff, Stroud estimated the cost of the pipe at $95.00 per unit of 36-inch pipe and $74,53 per unit of 30-inch pipe. When Dudley was awarded the contract by the City, Stroud ordered the slip-joint pipe from the pipe manufacturer, McWane, to lock-in the quoted price and to make sure that the pipe was shipped timely.9

However, after Stroud placed the order with McWane, • the City rejected ACT’s subsequent submittal for slip-joint pipe and instead indicated that the- project called for restrained-joint pipe. After receiving news of the rejection, Stroud created a second submittal to Dudley quoting prices for restrained-joint pipe. This second submittal quoted a price, of $109.71 for 36-inch pipe and $82.00 for 30-inch pipe. ACT’s second submittal was approved by the City. Nevertheless, Stroud failed to alter his purchase order with McWane, and McWane continued to manufacture the slip-joint pipe rather than the restrained-joint pipe.

C. Slip-Joint Pipe Shipped

Subsequently, Stroud received a call from Dudley’s project manager, Michael Ham, informing him that he was ready for the pipe, and Stroud contacted McWane to release the pipe. However, because Stroud had never altered the purchase order to McWane to reflect the change from slip-joint pipe to restrained-joint pipe, McWane shipped the originally ordered slip-joint pipe to the job site rather than restrained-joint pipe that was identified in the second submittal. Approximately one week later, Stroud received an email from Ham stating that the wrong pipe was shipped to the job site. Stroud then began- searching for restrained-joint pipe to meet the City’s requirements. Stroud told Haift that the restrained-joint pipe would be more' expensive than the slip-joint pipe, but Ham responded that Dudley would require ACT to. supply the restrained-joint pipe for the original slip-joint pipe price that was submitted.

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Dudley Construction, LTD., Richard Mark Dudley, and Hartford Fire Insurance Company v. ACT Pipe & Supply, Inc., 531 S.W.3d 744 (Tex. Ct. App. 2016).

531 S.W.3d 744 (Dudley Construction, LTD., Richard Mark Dudley, and Hartford Fire Insurance Company v. ACT Pipe & Supply, Inc.) — published by Counsel Stack Legal Research, free access to 12M+ legal documents.

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