Tri-County Contractors, Inc.

CourtArmed Services Board of Contract Appeals
DecidedJune 16, 2015
DocketASBCA No. 58167
StatusPublished

This text of Tri-County Contractors, Inc. (Tri-County Contractors, 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
Tri-County Contractors, Inc., (asbca 2015).

Opinion

ARMED SERVICES BOARD OF CONTRACT APPEALS

Appeal of -- ) ) Tri-County Contractors, Inc. ) ASBCA No. 58167 ) Under Contract No. N69450-10-C-3597 )

APPEARANCES FOR APPELLANT: Crystal W. Martin, Esq. Suzanne G. Keys, Esq. Rafael R. Green, Esq. Precious Martin, Sr. & Associates, PLLC Jackson, MS

APPEARANCES FOR THE GOVERNMENT: 'Ronald J. Borro, Esq. Navy Chief Trial Attorney Pamela J. Nestell, Esq. Senior Trial Attorney Taylor N. Ferrell, Esq. Trial Attorney

OPINION BY ADMINISTRATIVE JUDGE JAMES

On 6 June 2012 Tri-County Contractors, Inc. (Tri-County) appealed from the contracting officer's (CO's) 30 May 2012 letter denying Tri-County's $242,830 claim under the captioned contract. The Board has jurisdiction of the appeal under the Contract Disputes Act of 1978, 41 U.S.C. §§ 7101-7109. After a two-day hearing in Gulfport, Mississippi, the parties submitted post-hearing and reply briefs. The Board is to decide entitlement only (tr. 1/9).

FINDINGS OF FACT

1. In 2010 the U.S. Department of Labor (DOL) proposed to debar Tri-County for Service Contract Act violations, and held a hearing on the matter on 22-23 April 2010 (R4, tab 68 at 1124 1).

2. On 29 June 2010 the Naval Facilities Engineering Command (NAVF AC), Southeast, Naval Construction Battalion Center (NCBC), Gulfport, Mississippi, solicited the replacement of the oil and lubricating system in NCBC Building 400 on a sole-source, Small Business Administration§ 8(a) basis (R4, tab 18 at 745). Heffernan Holland Morgan Architecture (HHMA) was NAVF AC's architect-engineer

1 Rule 4 references are to Bates-stamped page numbers. for the NCBC Building 400 project. HHMA contracted with Peterson Engineering, Inc., to design the oil/lube system. (R4, tab 3 at 171, tab 23 at 91 O; tr. 2/52)

3. Tri-County's employee Mr. Lynn Ladner "look[ed] at the specs and drawings [to] make sure [Tri-County] could do that work for" the price to be proposed on the Building 400 solicitation (tr. 1/68-69).

4. Based on price negotiations between CO Cathy M. Gill and Mr. Ladner, on 30 June 2010 Tri-County proposed to perform the solicited oil/lube replacement at NCBC Building 400 for $618,304.00 (R4, tab 18 at 746-47). In its offer Tri-County certified that it had not been proposed for debarment (R4, tab 18 at 757). However, Mr. John Hunter, Tri-County's president, fully disclosed the proposed DOL debarment to CO Gill, stating that the DOL Board of Appeals told Mr. Hunter that he was legally able to continue contracting as long as he wasn't debarred. According to Mr. Hunter, CO Gill told him that "you're not debarred. And so I don't care about the rest. I got to get this contract awarded." (Tr. 11212-13) CO Gill did not testify.

5. The solicitation provided for an 8 July 2010 site visit (R4, tab 18 at 745, 780). At the site visit Messrs. Hunter and Ladner had the plans and specifications and toured the facility (tr. 1/40, 69).

6. On 20 July 2010 NCBC CO Gill awarded to Tri-County Contract No. N69450-10-C-3597 (the contract) which Mr. Hunter signed on 21July2010, for the firm-fixed-price of $618,304.00, with a contract completion date of 2 December 2010 (R4, tab 1at1-4, 19).

7. The solicitation and hence the contract (by virtue of Standard Form 1442, Block 29) incorporated by reference the FAR 52.232-5, PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS (SEP 2002) clause which provided in pertinent part:

(h) Final Payment. The Government shall pay the amount due the Contractor under this contract after-

( 1) Completion and acceptance of all work;

(2) Presentation of a properly executed voucher; and

(3) Presentation of release of all claims against the Government arising by virtue of this contract, other than claims, in stated amounts, that the Contractor has specifically excepted from the operation of the release.

2 (R4, tab 18 at 770, tab 1 at 2) and the DF ARS 252.243-7002, REQUESTS FOR EQUITABLE ADJUSTMENT (MAR 1998) clause (R4, tab 1 at 19). The contract did not incorporate the FAR 52.243-4, CHANGES (JUN 2007) clause required by FAR 43.205(d)(2) for construction contracts exceeding the $100,000 simplified acquisition threshold.

8. Specification § 33 52 11, "OIL/LUBRICATION SYSTEMS," stated in il 2.2, "PIPE": "Pipe shall meet the material, fabrication and operating requirements of ASME B31.3"; in il 2.2.1: "Provide steel pipe that complies with the requirements indicated on the drawings"; in il 2.16.6, "Pipe Sleeves": "Provided [sic] sleeves constructed of hot-dipped galvanized steel, ductile iron, or cast-iron pipe"; and in il 3.1.6, "Pipe Sleeves": Provide a pipe sleeve around any pipe that ... crosses under a roadway .... Sleeves shall be of such size as to provide a minimum of Yi inch all-around clearance between bare pipe and the sleeve. Align sleeve and piping such that the pipe is accurately centered within the sleeve.. . . Securely anchor the sleeves to prevent dislocation.

(R4, tab 2 at 161, 164, 166, 168-69)

9. Drawing PlOl is a plan view of Building 400, on whose exterior 6 overhead pipes ran horizontally for about 25 feet, at which point the pipes turned vertically to a concrete roadway, turned southeast for about 80 feet and turned northeast for about 30 feet to the tank canopy (or tank farm). Drawing Note 5 stated: "PIPING RUN UNDERGROUND TO THIS LOCATION. SEE P-201 FOR PICTURE OF LOCATION." (R4, tab 3 at 172, notes 5, 6, at 178, notes 7, 8)

10. Drawing P105 had demolition and new work plans. The demolition plan depicted an "AREA OF CONCRETE ROAD TO BE REMOVED" in which were six parallel pipes with Note 1 stating: "REMOVE EXISTING UNDERGROUND PIPING COMPLETE. See P-201." The new work plan depicted eight pipes in the same area with Note 2 stating: "NEW DOUBLE WALL PIPING SLOPED TO INSPECTION PORT FOR EACH PRODUCT LINE." (R4, tab 3 at 176)

11. Drawing Pl06, zone B-3, is a cross-section of a "TRENCH DETAIL" in which a "CARRIER PIPE" was depicted as a small circle inside a larger circle at the trench bottom under "EXISTING CONCRETE PAYING" (R4, tab 3 at 177). These two concentric circles can be interpreted either as the inner and outer sides of a single wall pipe, or as a double wall pipe. Drawing P201, photos 7 and 8, showed six horizontal pipes outside Building 400 that turned vertically to a concrete road, above

3 which blue sleeves surrounded five of the six pipes. A note associated with photos 7 and 8 stated: "piping to be removed and replaced with new." (R4, tab 3 at 178)

12. On 26 August 2010, CO Gill gave Tri-County notice to proceed with the on-site work (R4, tab 21 ).

13. The parties bilaterally modified the contract 5 times, ultimately extending the contract completion date by 162 days to 13 May 2011. Each modification included the following clause:

Acceptance of this modification by the contractor constitutes an accord and satisfaction and represents payment in full for both time and money and for any and all costs, impact effect, and for delays and disruptions arising out of, or incidental to, the work as herein revised.

None of those modifications revised double wall piping work. (R4, tab 4 at 183-205)

14. From 14 September to 20 October 2010 Tri-County performed demolition (R4, tab 17 at 253-308).

15. On 14 October 2010 Tri-County sent transmittal No. 1 to Navy configuration manager Lorie M. Duplantier, with ten items of product data. She approved nine items, but for the "Steel Pipe ASTM A 53" item noted "not approved, still missing information on compliance w/ASME B31.3." (R4, tab 22 at 816)

16. On 20 October 2010 Tri-County resubmitted its "Steel Pipe ASTM A 53" transmittal No.

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