Alutiiq Manufacturing Contractors, LLC v. United States

CourtUnited States Court of Federal Claims
DecidedJune 27, 2019
Docket15-881
StatusPublished

This text of Alutiiq Manufacturing Contractors, LLC v. United States (Alutiiq Manufacturing Contractors, LLC v. United States) is published on Counsel Stack Legal Research, covering United States Court of Federal Claims primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

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Alutiiq Manufacturing Contractors, LLC v. United States, (uscfc 2019).

Opinion

In the United States Court of Federal Claims No. 15-881C Filed: June 27, 2019

) ALUTIIQ MANUFACTURING ) CONTRACTORS, LLC, ) Plaintiff, ) ) Termination for Default; Contract v. ) Disputes Act; Contract Performance; ) Public Contracts THE UNITED STATES, ) ) Defendant. ) )

Mark Jackson, Jackson Rosenfield LLP, Seattle, WA, for plaintiff.

Eric Laufgraben, Ashley Akers, Aaron Woodward (for the first part of the case), U.S. Department of Justice, Civil Division, Washington, DC, for defendant.

OPINION AND ORDER

SMITH, Senior Judge

This case concerns a contract in which a number of disputes, poor practices, and conflicting personalities created a climate of dishonesty, distrust, and lack of effective communication. This resulted in a default termination, and performance concluded more than a year late on a time-critical project. Plaintiff’s Exhibit (hereinafter “PX”) 237; see also PX 181 at 9. Plaintiff, Alutiiq Manufacturing Contractors, LLC (“AMC”), began performance with a defective management team that delayed the project by at least thirty days. Joint Exhibit (hereinafter “JX”) 129; PX 129; PX 157. AMC’s early lack of diligence and inability to produce an adequate Contractor Quality Control (“CQC”) Plan was just incompetence, but it did not incurably delay the project. Id. While there were clear deficiencies in AMC’s contract performance, those deficiencies would not have been fatal to completion of the contract within thirty days or less of the 400-day performance deadline.

AMC’s early problems engendered hostility towards the contractor among the government’s contract management personnel. See PX 154 at 1. In the months prior to the June 8, 2015 Termination for Default, the contractor replaced its management team and attempted to remedy some of the deficiencies noted in this opinion. Trial Transcript (hereinafter “Tr.”) 67:20–68:20; PX 140 at 3–4; Tr. 784:8–12. AMC’s new management team took steps to resolve various problems with the project, including procuring an asphalt subcontractor and remedying lingering scheduling difficulties. JX 78 at 1–3; PX 95; Tr. 505:2–18; PX 181; Tr. 281:16– 284:13; Tr. 823:13–19; PX 186. However, the United States Department of Defense, National Guard Bureau (“Agency”), gave AMC no real chance to implement a more rapid schedule, and its analysis of whether to terminate Contract No. W90FYQ-14-C-0001 (“Contract”) ignored important sections of the Federal Acquisition Regulations (“FAR”). See PX 190 at 3. Most tellingly, the follow-on contractor encountered some of the same problems as AMC. See PX 111, 112, 113, 115, 118; see also PX 252 at 2–3.

The improvident termination for default delayed completion by approximately a year. This would be more than a year after the contract’s deadline if cleanup is counted. Final completion would be delayed until 2017, significantly later than the 2015 deadline. Therefore, the Agency’s decision that the contractor could not possibly have completed the contract cannot be supported by the facts found and noted in this opinion. The termination for default must be converted to a termination for convenience.

I. Findings of Fact

A. The Solicitation, Bid, and Award of the Contract

On May 15, 2014, the Agency issued Solicitation No. W90FYQ-14-R-0002 (“Solicitation”) for repair of the Main Apron Access and Alert Pavements at Buckley Air Force Base in Aurora, Colorado (“Buckley”). Defendant’s Exhibit (hereinafter “DX”) 1201 at 1. The Solicitation was a 100% Small Business Set Aside, which required the successful offeror to complete fifteen percent of the work but allowed subcontractors to complete the remainder of the project. DX 1201 at 1, 43; Tr. 2279:21–23. On August 14, 2014, AMC, an Alaska Native corporation and small business, was awarded Contract No. W90FYQ-14-C-0001 to perform the repair project. PX 2 at 2; Tr. 91:23–25, 315:16–17.

The Contract incorporated several provisions of the FAR by reference, including FAR 52.236-6 (Superintendence by the Contractor) and FAR 52.249-10 Default (Fixed-Price Construction). PX 2 at 12–14. The Agency and plaintiff agreed on a firm-fixed price of $13,680,965. PX 10 at 2. On September 16, 2014, the Agency issued a Notice to Proceed (“NTP”) to AMC. PX 5.

The Construction Specifications divided the project into four sequences of work and a period of mobilization as follows:

Sequence: Allotted Time: 1A and 1B 99 days 2A, 2B, and 2C 149 days 3 50 days 4 53 days Mobilization and Closeout 81 days

PX 3 at 58–60. The total number of days allotted for completion was 432 days. DX 1201 at 41.

2 B. Plaintiff’s Contract Performance

AMC encountered problems during the early stages of contract performance. The Contract required that plaintiff provide key personnel, supply and install asphalt, and submit a CQC plan. PX 2 at 40, 43. AMC repeatedly failed to satisfy some of its contractual requirements. See JX 129, 137; PX 129, 157, 237.

i. Personnel Gaps

The Solicitation required that the contractor staff its project with “key personnel,” including a “Contract Manager, Project Manager(s), Site Superintendent(s), Quality Control Manager(s), Estimator(s), Safety Representative, [and] Scheduler.” DX 1201 at 19. The Solicitation further directed that the listed individuals “have experience in managing projects/contracts of the same/similar dollar magnitude, size, complexity and scope, in the capacity in which they are proposed for this project.” Id. The Contract required that the contractor utilize those employees “specifically identified in proposals or agreed to in negotiations.” PX 2 at 43. In its March 24, 2015 Cure Notice, the Agency identified the following individuals as the key personnel “documented in [AMC’s] original proposal”: John Justice, Contract Manager; Josh Shafer, Quality Control Manager; Buddy Low, Lead Superintendent; Ed Hamlin, Site Safety Officer; Jeff Nolan, Project Manager; and Matt Nolan, Assistant Superintendent. JX 137 at 2.

In the Cure Notice, the Agency noted that four of the six key personnel included in AMC’s original proposal “have not been performing work on the project.” Id. Additionally, the Agency noted that Jeff and Matt Nolan were performing different roles than those in the proposal, which the Contract expressly prohibited absent written consent from the contracting officer. Id.; PX 2 at 43. AMC’s personnel problems included turnover issues, lack of written approval by the CO for personnel changes, and continued gaps in its staffing plan. JX 140 at 4; PX 157 at 2; Tr. 180:1–182:12, 183:9–186:2, 253:12–254:15, 363:2–20, 401:8–19, 1282:17– 1283:20. Some of these issues persisted until the Contract was terminated on June 8, 2015. PX 237.

ii. Hot Mix Asphalt Plan

The Contract required plaintiff to supply and install Hot Mix Asphalt (“asphalt”) during Sequences 1B, 3, and 4. PX 35 at 1; PX 43 at 1–2; see 48 C.F.R. § 52.219-14. AMC sought a subcontractor to design and produce asphalt. PX 137 at 1. In its proposal, AMC budgeted $510,000 for a paving subcontractor, but it did not attempt to secure an asphalt subcontractor until after performance began. Tr. 171:18–21; PX 137 at 1. Plaintiff encountered difficulties in procuring a subcontractor that could meet the Agency’s specifications, and several companies declined to provide a bid. DX 1015 at 16–17. On October 13, 2014, AMC informed the Agency that “all local asphalt producers have indicated their unwillingness” to meet the Agency’s asphalt specifications and requested an amendment to the same. PX 35 at 1. On November 13, 2014, the Agency issued Addendum 4, which altered the asphalt specifications. See PX 36 at 1; DX 91; Tr. 2122:13–2125:5, 2441:22–2442:8, 2445:13–2446:8.

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