P C L Civil Constructors Inc v. F J Burnell Inc

District Court, W.D. Louisiana·Decided July 14, 2020·No. 5:19-cv-00195·Unknown

Opinion

UNITED STATES DISTRICT COURT

WESTERN DISTRICT OF LOUISIANA

SHREVEPORT DIVISION

PCL CIVIL CONSTRUCTORS, INC. CIVIL ACTION NO. 5:19-00195

VERSUS JUDGE TERRY A. DOUGHTY

FJ BURNELL, INC. MAG. JUDGE MARK L. HORNSBY

OPINION

This is a civil action brought by Plaintiff PCL Civil Constructors, Inc. (“PCL”) against Defendant F.J. Burnell, Inc. (“Burnell”) for breach of contract. It involves a construction dispute concerning a highway project known as “I-49 Segment K –Phase to, I-220 to Martin Luther King Drive, Route I-49, State Project No.: H.011111.6, Federal Aid Project No.: 0900(503), County: Caddo Parish” (hereinafter, the “Project”). PCL, as the general contractor, entered into a prime contract with the Louisiana Department of Transportation and Development (“LADOTD”) to furnish certain material, labor, and services necessary for the construction of the Project. PCL entered into a Subcontract with Burnell whereby Burnell was required to perform certain concrete work on the Project (“the Subcontract”). On February 15, 2019, PCL filed suit against Burnell, asserting claims for (1) recovery of back charges for primarily having to pay Burnell’s subcontractors and suppliers that Burnell failed to pay; and (2) damages suffered due to Burnell’s acts in delaying the Project. PCL’s claim for recovery of back charges was adjudicated by a prior Ruling of the Court granting PCL’s motion for partial summary judgment on April 9, 2020 [Doc. No. 22]. The only claim remaining for trial concerns PCL’s claim for delay damages. PCL contends that these delay damages will total $1,306,570.70, including $470,000 for the liquidated damages imposed by the LADOTD against PCL, and, $836,570.70 for the extended overhead costs incurred by PCL due to the Project delays caused by Burnell and Burnell’s breaches of the Subcontract.1 Burnell, on the other hand, contends that there were multiple causes for delay on the Project for which Burnell is not solely responsible. Burnell asserts that it is only responsible for the damage

it may have caused, and that it is not liable for any other sources of PCL’s damages. A bench trial was held in this matter July 7 - 9, 2020. The Court took the matter under advisement. The Court hereby enters the following findings of fact and conclusions of law. To the extent that any finding of fact constitutes a conclusion of law, the Court hereby adopts it as such, and to the extent that any conclusion of law constitutes a finding of fact, the Court hereby adopts it as such. I. FINDINGS OF FACT On June 23, 2014, PCL, as the general contractor, entered into a prime contract with the LADOTD, to furnish certain material, labor, and services necessary for the construction of the Project. Burnell entered into a Subcontract with PCL on October 31, 2014, whereby Burnell was

required to perform certain concrete work on the Project which included providing all labor, equipment and material associated with the installation of 11" thick mainline and 8" thick shoulder pavement. The Subcontract was in the original amount of $9,836,247.40. Because of bad weather and Change Orders, extensions of time to complete the Project were granted by the LADOTD to PCL. In turn, PCL granted Burnell every extension of time granted by the LADOTD. PCL planned the Project pursuant to the critical path method (“CPM”) of scheduling using

1 In addition, PCL is seeking its attorneys’ fees which it contends are recoverable under the Subcontract. After conferring with counsel at the Status Conference conducted on June 16, 2020, the Court determined that this issue will be considered post-trial. [Doc. No. 58]. CPM schedules. Throughout the Project, PCL provided the LADOTD with monthly schedule updates, critical path graphs, and an activity notebook. The critical path graphs provided the LADOTD with a graphical representation of a prediction of the work on the critical path for the remainder of the Project.

Burnell was required to furnish a schedule and provide monthly schedule updates. Burnell did not provide any schedules for the Project. Burnell began working on the Project on November 25, 2015. Burnell began pouring concrete in December 2015. PCL and Burnell worked together to schedule and sequence Burnell’s work on the Project. Throughout the Project, PCL in conjunction with Burnell, set requirements for Burnell to achieve certain cubic-yards of concrete placement per week (“Production Requirements”) in order to make sure that Burnell’s work was in line with Project milestones and Project completion dates. PCL monitored Burnell’s production in charts and graphs which were provided to Burnell. PCL also kept track of Burnell’s deviation from its Production Requirements.

Burnell failed to meet its production requirements in 2016, 2017, and 2018. Burnell’s progress and performance became more important beginning in November 2017 as Burnell’s work was on the Project’s critical path by then. Thus, any delays by Burnell would delay completion of the Project. By January 16, 2018, Burnell had 19,500 remaining cubic yards of concrete left to place on the Project. Burnell was told by PCL that its Production Requirement moving forward was 1,000 cubic yards every week for 19.5 week to complete its work on the Project on time. On January 16, 2018, PCL advised Burnell that its paving activities were on the critical

3 path and that any delay would result in a delay to the Project. PCL further notified Burnell of its consistent failure to furnish sufficient materials to complete the Project, and that the lack of materials was affecting Burnell’s ability to meet the Project’s schedule requirements. PCL directed Burnell to do the following: Provide PCL with a daily report as previously demanded.

Participate wholly in weekly schedule meetings and provide timely updates and input to the weekly look ahead schedules.

Respond to PCL’s communications in a timely manner.

Complete the shoulders in areas after mainline paving is completed in a timely manner.

Respond to the work rejected by the LADOTD.

Maintain sufficient quantities of raw materials for concrete batching.

Mobilize equipment to and from the Project in a timely fashion.

Efficiently schedule its resources to perform the work.

Extend paving operations using lights or other means.

Determine if more insulated blankets were needed on the Project in case of cooler weather.

Use any means and methods necessary to increase the weekly average placement of concrete to 1000 cubic yards in order to meet the required schedule.

Increase its work force, accelerate its performance, work overtime, and work Saturdays, Sundays, and holidays to meet the Project schedule.

[PCL Exhibit No. 102]. Burnell either ignored or failed to respond to these requests. As indicated above, due to Burnell’s poor performance, PCL ordered Burnell to accelerate its work 4 on the Project to meet the 1,000 cubic yard per week requirement. The 1,000 cubic yard requirement was achievable as Burnell managed to meet or exceed this requirement for the weeks ending January 26, 2018; March 9, 2018; and March 16, 2018. Even though the 1000 cubic yard production requirement was achievable, Burnell continuously failed to meet its requirements for

several weeks, as indicated below: a. January 5, 2018-productionwas less than 200cubic yards;

b. January 12, 2018-productionwas just over 800 cubic yards;

c. January 19, 2018-productionwas just over 650cubic yards;

d. February 2, 2018-productionwas just over 948cubic yards;

e. February 9, 2018-productionwas just over 750cubic yards;

f. February16, 2018-productionwas just over 200cubic yards;

g. February 23, 2018-productionwas just over 110cubic yards;

h. March 2, 2018-productionwas just over 340cubic yards;

i.

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