L.C. Gaskins Construction Co., Inc.

CourtArmed Services Board of Contract Appeals
DecidedJune 9, 2017
DocketASBCA No. 58550, 59901, 59902
StatusPublished

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L.C. Gaskins Construction Co., Inc., (asbca 2017).

Opinion

ARMED SERVICES BOARD OF CONTRACT APPEALS

Appeals of -- ) ) L.C. Gaskins Construction Co., Inc. ) ASBCA Nos. 58550, 59901, 59902 ) Under Contract No. N69450-09-C-5068 )

APPEARANCES FOR THE APPELLANT: Dirk D. Haire, Esq. Alexa Santora, Esq. P. Sean Milani-nia, Esq. Fox Rothschild LLP Washington, DC

APPEARANCES FOR THE GOVERNMENT: Ronald J. Borro, Esq. Navy Chief Trial Attorney Ellen M. Evans, Esq. Stephen D. Tobin, Esq. David M. Marquez, Esq. Senior Trial Attorneys

OPINION BY ADMINISTRATIVE JUDGE THRASHER

This appeal arises from L.C. Gaskins Construction Co., Inc.'s (Gaskins'), performance of a contract with the Naval Facilities Engineering Command (Navy or government) to provide structural repairs to Hangar 1552 at Mayport Naval Station, Florida. Gaskins subcontracted with an industrial coatings contractor, DACA, LLC (DACA), to perform a subset of the repair work requiring DACA to abrasively blast existing paint off of 34 hangar trusses, recoat the trusses with new paint, and dispose of the spent blast debris. Gaskins' seeks damages as well as excusable and compensatory time extensions resulting from alleged differing site conditions and changes caused by the government. In response, the government asserts affirmative defenses of fraud in performance and fraud in the inducement as well as asserting two affirmative claims: (1) assessment of liquidated damages resulting from alleged 32 calendar days of contractor delay, and; (2) damages resulting from alleged defective welding and deficient quality control. The Board conducted a nine-day hearing in Jacksonville, Florida. We only decide entitlement. FINDINGS OF FACT

Project and Solicitation Requirements

1. Solicitation No. N69450-09-R-5068, dated 1 December 2008, requested proposals for Hangar 1552 structural repairs at Naval Station Mayport, Florida. Pertinent to these appeals, a subset of the repair work required the contractor to environmentally contain its work, abrasively blast existing paint off of the 34 hangar trusses, recoat the trusses with new paint, and dispose of the spent blast debris. (R4, tab 1 at 1-4)

2. Hangar 1552 is a rectangular building approximately eight-hundred (800) feet long, one-hundred and fifty (150) feet wide, and thirty (30) feet high. The building is primarily dedicated to maintenance and repair of helicopters but also includes two floors of office space. The hangar roof is supported by thirty-four (34) external steel trusses that extend approximately twenty (20) feet above the roof. (R4, tab 1at161; tr. 7/169-75) Each of the 34 trusses supports a structural load (tr. 7/174). Because the trusses extend above the roof, they were exposed to the elements and, in the time since Hangar 1552 was originally erected, had become severely corroded (R4, tab 1 at 161; tr. 7/175). At the time the RFP was issued, the trusses were so corroded that the structural integrity of the roof, and therefore the hangar, was in question (tr. 7/175-76).

3. The source selection was conducted as a negotiated procurement pursuant to FAR Part 15 and the solicitation was structured in six parts:

Part 1, "Proposal Forms and Documents" containing the bid schedule, solicitation submittal requirements, and contract clauses (R4, tab 1 at 1-48);

Part 2, "General Requirements" (id. at 51-155);

Part 3, "Project Program" containing a "Project Description," "Project Objectives," "Site Analysis," and an extensive section entitled "Engineering Systems Requirements" (id. at 156-70);

Part 4, "Performance Technical Specifications" (id. at 171-216);

Part 5, "Prescriptive Technical Specifications" (R4, tab 3 at 465-93); and

Part 6, "Attachments" which included "A-Drawings," "B-Reports," and "C-Contractor Data Required." At

2 "B-Reports" there are three reports: B. l, a Field Visual Inspection Report from URS Group, B.2, Environmental Testing by ENCO, and B.3, a Geotechnical Evaluation by Wolf Technologies, Inc. (R4, tab 1at218-451)

4. Part 1 of the solicitation incorporated the following pertinent clause:

5252.236-9312, DESIGN-BUILD CONTRACT-ORDER OF PRECEDENCE (AUGUST 2006)

(A) In the event of a conflict or inconsistency between any of the below described portions of the conformed contract, precedence shall be given in the following order:

( 1) Any portions of the proposal or final design that exceed the requirements of the solicitation. (a) Any portion of the proposal that exceeds the final design. (b) Any portion of the final design that exceeds the proposal. ( c) Where portions within either the proposal or the final design conflict, the portion that most exceeds the requirements of the solicitation has precedence.

(2) The requirements of the solicitation, in descending order of precedence: (a) Standard Form 1442, Price Schedule, and Davis Bacon Wage Rates. (b) Part I - Contract Clauses. (c) Part 2 - General Requirements. (d) Part 3 - Project Program Requirements. (e) Part 6 - Attachments (excluding Concept Drawings). (f) Part 5 - Prescriptive Specifications exclusive of performance specifications. (g) Part 4 - Performance Specifications exclusive of prescriptive specifications. (h) Part 6 -Attachments (Concept Drawings).

3 (B) Government review or approval of any portion of the proposal or final design shall not relieve the contractor from responsibility for errors or omissions with respect thereto.

(R4, tab 1 at 40)

Environmental Status of the Project

5. In May 2008, approximately seven months prior to release of the solicitation, the government contracted with a third-party, a certified laboratory, to conduct two tests of the existing paint on the roof trusses: Totals testing and Toxicity Characteristic Leaching Procedure (TCLP) testing (app. 2nd supp. R4, tab 143). Totals testing provides the total metal content of the paint. TCLP testing is designed to determine the leachability of metals present in the paint. Essentially, TCLP testing is designed to determine the likelihood of metals leaching into a landfill, once the paint is disposed of as a waste. (Tr. 6/129-30)

6. Upon receiving the test results in May 2008, Ms. Patricia Kostic (an Environmental Site Manager working for Naval Station Mayport and the individual responsible for selecting the truss locations for testing) remarked "Chromium, Cadmium, and Lead is off the chart for worker protection but, good for Non-haz[ ardous] disposal" (app. 2nd supp. R4, tab 143 at 223). Ms. Kostic then forwarded the results to her supervisor, Ms. Cheryl Mitchell (Naval Station Mayport's Environmental Director). Ms. Mitchell also remarked that the results were "[b]ad news for worker exposure but good news for waste disposal. You win some, you lose some." (App. 2nd supp. R4, tab 14 2 at 221)

7. The test results were released to the offerors as attachment B.2 of the solicitation which indicates lead, chromium and other metals in the paint. One report shows lead at 9200 "mg/kg wet" and chromium at 3300 "mg/kg wet." (R4, tab 1 at 345, 349) The report incorrectly identifies the samples as roof tiles but the chain of custody record correctly identifies them as having come from roof trusses and a schematic drawing shows the samples were taken from the trusses (id. at 358-59). Also included in attachment B.2 was an email from Ms. Mitchell, expressly advising offerors that:

[T]he paint did not exceed TCLP levels for metal so it wasn't HW [Hazardous Waste] but the blast grit/paint chips are still a regulated waste that will require proper containerization & disposal through out [sic] HW facility so a line of accounting needs to be set-up & containers ord[ er]ed in advance through

4 the facility. Gen'l guide specs section 01575 describe that process in detail.

(R4, tab 1 at 360)

8.

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