Matcon Diamond, Inc.

CourtArmed Services Board of Contract Appeals
DecidedFebruary 20, 2020
DocketASBCA No. 59637
StatusPublished

This text of Matcon Diamond, Inc. (Matcon Diamond, Inc.) is published on Counsel Stack Legal Research, covering Armed Services Board of Contract Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Matcon Diamond, Inc., (asbca 2020).

Opinion

ARMED SERVICES BOARD OF CONTRACT APPEALS

Appeal of -- ) ) Matcon Diamond, Inc. ) ASBCA No. 59637 ) Under Contract No. W912KC-12-C-0002 )

APPEARANCE FOR THE APPELLANT: David A. Levine, Esq. Blumling & Gusky, LLP Pittsburgh, PA

APPEARANCES FOR THE GOVERNMENT: Scott N. Flesch, Esq. Army Chief Trial Attorney Harry M. Parent, III, Esq. LTC Joseph J. Jankunis, JA Trial Attorneys

OPINION BY ADMINISTRATIVE JUDGE STINSON

Appellant, Matcon Diamond, Inc. (Matcon or MDI), appeals a contracting officer's final decision dated July 30, 2014, denying appellant's April 29, 2014, certified claim in the amount of $360,742.92 for extended home office overhead costs based upon a modified Eichleay formula. Our previous decision, dated October 21, 2015, denied the government's motion to dismiss for failure to state a claim upon which relief can be granted. Familiarity with that decision is presumed.

We have jurisdiction pursuant to the Contract Disputes Act of 1978 (CDA), 41 U.S.C. §§ 7101-7109. The parties agreed to submit this appeal for a decision on the record without a hearing pursuant to Board Rule 11. Each party submitted initial and reply briefs as well as affidavits and deposition transcripts to be considered in deciding this appeal. For the reasons stated below, we deny Matcon's appeal.

FINDINGS OF FACT

1. On June 5, 2012, the Pennsylvania Air National Guard 171st Air Refueling Wing (ARW) entered into a fixed price contract, No. W912KC-12-C-0002 (the contract), with Matcon for aircraft apron repair (R4, tabs 1 at 1-2, 2, 4 at 2). The ARW project site, located at the Pittsburgh International Airport, consisted of two aprons, designated East and West, connected to the airport by the East Taxiway and the West Taxiway (R4, tab 4 at 2). 2. Contract work included removal and replacement of concrete slabs, asphalt shoulders, and joint sealant, repair of existing concrete slabs, including cracks in concrete slabs, and removal and painting of airfield lines (R4, tab 1 at 1, 62). The estimated project magnitude was $IM to $5M, with a performance period of"approx. 150 calendar days after receipt of Notice to Proceed" (R4, tab I at 1).

3. Matcon was responsible for coordinating with the government the phasing of the contract work. Specifically, the contract provided that "[p]hasing will be negotiated with the successful contractor based on their capabilities and operational constraints" and that "[w]ork shall be accomplished in phases in order to accommodate the airfield operations of the Base" (R4, tab 1 at 8, 63). Paragraph 1.03 of Section 01 31 10 of the contract, entitled "Coordination," provided:

E. The Prime General Contractor is responsible for the overall coordination of the construction work of the Project and shall coordinate the schedules of all Sub-Contractors on this project to the satisfaction of the Contracting Officer or Contracting Officer's Representative. At the beginning of the Project, within 10 days from Contract A ward, the Contractor shall prepare and submit an AF Form 3064 Construction Progress Schedule (bar chart) indicating the phasing [of] all work.

(R4, tab 1 at 71)

4. Paragraph 11.3 of Section 00800 of the contract required:

[F]or projects exceeding $IM, the contractor shall provide a project plan in the most current version of commercially available software programs to define work tasks and track progress. At least five days prior to work initiation, the contractor shall provide the Contracting Officer a hardcopy CPM and electronic file copy of the plan ....

(R4, tab 1 at 32)

5. The contract incorporated by reference FAR 52.243-4, CHANGES (JUN 2007) (R4, tab 1 at 16). Section (f) of that clause provides "[n]o proposal by the Contractor for an equitable adjustment shall be allowed if asserted after final payment under this contract." 48 C.F .R. § 52.243-4(f).

6. DFARS 252.201-7000, CONTRACTING OFFICER'S REPRESENTATIVE (DEC 1991 ), was incorporated into the contract by reference (R4, tab 1 at 16).

2 DFARS 252.201-7000(b) states, in pertinent part, "[t]he COR is not authorized to make any commitments or changes that will affect price, quality, quantity, delivery, or any other term or condition of the contract." 48 C.F.R. § 252.201-7000(b).

7. A pre-construction conference was held on June 13, 2012 (R4, tab 85 at 1). The notes for that meeting state that the contracting officer "issued the Notice to Proceed after the meeting" (R4, tab 85 at 16). Prior to that meeting, Matcon prepared and submitted to the government a draft phasing plan (R4, tab 85 at 14). After the meeting, the parties met to develop the phasing plan that Matcon would use to construct its project schedule, ultimately for submission to, and approval by, the government (R4, tabs 59, 85 at 14). The contract required the contractor to start work within ten calendar days after receipt of the notice to proceed (R4, tab 1 at 1).

8. On June 15, 2012, the government provided a slightly revised phasing plan, expanding a portion of the East Ramp Taxiway work for the plan's first phase (R4, tab 60). That same day, Matcon submitted its project schedule to the Government (R4, tab 61 ). The project schedule proposed performing the work sequentially by phase, moving from phase 1 through phase 4, and contemplated a work completion date of November 9, 2012, 149 days after the notice to proceed (R4, tabs 59, 61 at 2-5).

9. The government approved, without comment, Matcon' s proposed schedule and phasing plan on June 21, 2012. In approving the schedule, the contracting officer noted that Matcon was required to submit performance and payment bonds before work could commence and requested that Matcon contact him to discuss mobilization and a work start date. (R4, tab 62) On June 22, 2012, the government moved some work from phase 1 to phase 4 "[d]ue to needing a lay down area for some Bldg 301 structural steel." The government noted that this change "should not be a major impact or conflict with doing the rest of that area l." (R4, tab 63)

10. According to the Contract Progress Reports, Matcon mobilized for the project during the period from July 1 to July 15, 2012 (R4, tabs 89, 90).

Differing Site Conditions

11. After issuance of the notice to proceed, Matcon superintendent John Gyuer and Major Charles Kerns, the contracting officer's technical representative, conducted an initial survey of the project, walking the project site, and identifying additional needed repairs that were not reflected in the contract documents (R4, tab 225 at 7, 177-78). According to Daily Inspection Records dated July 3 and July 5, 2012, the parties discussed differences between planned work as reflected in the contract and conditions at the project site (R4, tab 210 at 5, 7). With respect to one facet of work- partial depth repairs - Matcon suggested that to better insure the completeness of the repair, the

3 minimal size for such concrete repairs be increased from 8" by 8" - as called for in the contract - to 12" by 12" (R4, tabs 23 at 3, 237 at 3-4).

12. The Contract Progress Reports reflect that, from July 1 to July 15, 2012, in addition to mobilization, Matcon performed joint clean and seal, and partial depth patching (repair). Joint clean and seal represented 13.24 percent of the project total, with Matcon completing .55 percent of the 13.24 percent during that period (cumulative percent complete - 4.20 percent). Partial depth patching represented 4.03 percent of the project total, with Matcon completing .05 percent during that period (cumulative percent complete - 1.24 percent).

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