the Port of Houston Authority of Harris County, Texas v. Zachry Construction Corporation

513 S.W.3d 543, 2016 WL 7323304, 2016 Tex. App. LEXIS 13306
Court of Appeals of Texas·Decided December 15, 2016·No. NO. 14-10-00708-CV·Published·Cited by 10 cases

Opinion

OPINION ON REMAND

Sharon McCally, Justice

This contract dispute is before our court for a second time, on remand from the Texas Supreme Court. See Port of Houston Auth. of Harris Cty. v. Zachry Constr. Corp., 377 S.W.3d 841, 844 (Tex. App.-Houston [14th Dist.] 2012), rev’d, Zachry Constr. Corp. v. Port of Houston Auth. of Harris Cty., 449 S.W.3d 98, 101 (Tex. 2014). Zachry Construction Corporation n/k/a Zachry Industrial, Inc. (Zachry) sued the Port of Houston Authority of Harris County, Texas (the Port) for breach of contract. Following a three-month jury trial, the trial court signed a final judgment awarding Zachry damages of $19,992,697, plus pre- and post-judgment interest. On remand from the Texas Supreme Court, numerous challenges to the trial court’s judgment remain. We affirm.

I. Background

In 2003, the Port solicited bids to construct a wharf at the Bayport Ship Channel. The wharf consisted of five sections, each approximately 330 feet in length. Za-chry’s bid proposed building the wharf “in the dry” by using a U-shaped, frozen earthen wall to seal out water from Galveston Bay from the construction site. Zachry proposed to freeze the wall by sinking 100-foot pipes into the wall and circulating chilled brine through the pipes. Then, Za-chry would install drilled shafts into the ground, pour a concrete deck on top of the drilled shafts and dirt using the ground as the bottom of the concrete form, excavate the dirt under the deck, and place revetment to stabilize the slope. After completing the wharf, Zachry would breach the freeze wall, flooding the area, and remove the remainder of the freeze wall so that ships would be able to dock at the wharf and unload their cargo.

An advantage of working “in the dry” instead of “in the wet” was that fewer “NOx” emission credits would be consumed. The Port accepted Zachry’s bid in large part because of the environmental benefits of using the freeze wall. On June 1, 2004, Zachry entered into the Bayport Phase 1A Wharf and Dredging Contract (the Contract) with the Port for the construction of a 1,660-foot wharf. The Port had concerns about the possible impact of the frozen soil on adjacent structures but provided in the Contract that Zachry would be an independent contractor and control the means and methods, thus “insulating itself from liability to which it *548 would be exposed were it exercising control over Zachry’s work.” Zachry Constr. Corp., 449 S.W.3d at 102.

The Port designated Steve DeWolf as the Chief Engineer for the project. The Port additionally hired CH2M Hill as its construction manager; Andy Thiess was CH2M Hill’s engineer/construction manager, while Jeff Ely was CH2M Hill’s engineer/design manager for this project. Za-chry designated Andy Anderson as its Project Manager and hired RKK-Soil-Freeze Technologies to work on the freeze wall. RKK in turn, hired Dan Mageau of GeoEngineers, a geotechnical engineer, to design the freeze wall.

The Contract provided a strict timeline. Specifically, Zaehry was to complete construction of the wharf by June 1, 2006. Zaehry was also to meet an interim deadline of February 1, 2006—Milestone A—by which a portion of the wharf would be sufficiently complete to allow delivery of large ship-to-shore cranes that were to be shipped from China. The Contract also provided that Zachry’s sole remedy for any delay on the project was an extension of time.

Nine months into the project, the Port realized that it would need longer berths to accommodate the ships it expected to service. In March 2005, the Port decided to extend the original wharf Zaehry was constructing by 332 feet. Zaehry submitted price quotes for the wharf extension on April 13, May 18, and July 11, and described its plan during meetings with, among others, Thiess and Ely. Zachry’s proposal was based on using the freeze-wall technology to add this additional footage to the wharf. Zaehry had Mageau design a frozen cutoff wall, a perpendicular wall to the main freeze wall, to split the project into two.phases: a west side including Area A and an east side, as had been discussed at meetings prior to Za-chry’s submission of its price quotes. On September 9, Zaehry sent the frozen cutoff wall design to the Port for “review,” not “approval.” The Port and Zaehry executed Change Order 4 for the wharf extension on September 27, after Zaehry had submitted its frozen cutoff wall design to the Port. Change Order 4 extended the dates for Milestone A to February 15, 2006, and final completion to July 15, 2006. Change Order 4 incorporated Zachry’s April 13 proposal as further modified by the May 18 and July 11 proposals.

After entering into Change Order 4, the Port refused to approve Zachry’s frozen cutoff wall design and sent Zaehry a “revise and resubmit” response (R&R response). In this R&R response, the Port noted preliminary indications that the design may have an indeterminate effect on up to fourteen shafts and directed Zaehry either to “present [an] alternative cutoff wall design” or to “present the Port of Houston with an alternate means of mitigating risk” to the shafts. Ultimately, in late November 2005, after finding no viable alternative to the frozen cutoff wall design that would allow it to meet the Contract deadlines, Zaehry abandoned the frozen cutoff wall and switched to an “in the wet” scenario. Zaehry, working in the wet, managed to complete the Area A section of the wharf in time to accommodate the arrival of the shipment from China.

. In late 2006, Zaehry sued the Port for breach of contract, by failing to comply with Change Order 4 and section 5.10 of the Contract through the Port’s R&R response. As damages, Zaehry sought the difference between the cost that Zaehry would have incurred had it been allowed to complete the wharf “in the dry” using the frozen cutoff wall and the actual cost Za-chry incurred in completing the wharf “in the wet” without the frozen cutoff wall. Zaehry also sued the Port for withholding *549 liquidated damages for delays in the amount of $2.36 million, and for the Port’s withholding of $600,000 as a purported offset for alleged defective dredging. The Port filed a counterclaim for attorney’s fees under section 3.10 of the Contract, which provided that Zachry was liable for the Port’s attorney’s fees if Zachry brought a “claim” against the Port and “d[id] not prevail with respect to 1 such claim.” Over two years after suing the Port, Zachry declared the wharf complete on January 26, 2009.

After a three-month trial, the case was submitted to the jury. The jury found that the Port had breached the Contract by failing to comply with Change Order 4 and section 5.10, and found compensatory damages in the amount of $18,602,697 for the Port’s breach of the Contract. These damages represented Zachry’s increased costs for switching to working “in the wet.” The jury did not find that the Port failed to comply with the Contract by withholding $600,000 from the Port’s payment on the amounts invoiced by Zachry for defective dredging.

The trial court instructed the jury that the Port had not complied with the Contract, by failing to pay Zachry $2.36 million withheld as liquidated damages.

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

the Port of Houston Authority of Harris County, Texas v. Zachry Construction Corporation, 513 S.W.3d 543, 2016 WL 7323304, 2016 Tex. App. LEXIS 13306 (Tex. Ct. App. 2016).

513 S.W.3d 543 (the Port of Houston Authority of Harris County, Texas v. Zachry Construction Corporation) — published by Counsel Stack Legal Research, free access to 12M+ legal documents.

Related