Truckla Services, Inc.

CourtArmed Services Board of Contract Appeals
DecidedJanuary 26, 2017
DocketASBCA No. 57564, 57752
StatusPublished

This text of Truckla Services, Inc. (Truckla Services, 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
Truckla Services, Inc., (asbca 2017).

Opinion

ARMED SERVICES BOARD OF CONTRACT APPEALS

Appeals of -- ) ) Truckla Services, Inc. ) ASBCA Nos. 57564, 57752 ) Under Contract No. W912EE-09-C-0030 )

APPEARANCE FOR THE APPELLANT: Kent B. Ryan, Esq. The Miller Law Firm PLLC New Orleans, LA

APPEARANCES FOR THE GOVERNMENT: Thomas H. Gourlay, Jr., Esq. Engineer Chief Trial Attorney Daniel L. Egger, Esq. Engineer Trial Attorney U.S. Army Engineer District, Vicksburg

OPINION BY ADMINISTRATIVE JUDGE NEWSOM

These appeals concern a default termination and related claim on a contract to build stone dikes on and near the Mississippi River. The Army Corps of Engineers (Corps or government) awarded the contract to appellant Truckla Services, Inc. (Truckla or appellant) but terminated for default after Truckla did not finish within the contract performance period. Truckla challenges the termination on various grounds including that its delays were excusable, alleging that delays were due in part to the British Petroleum oil spill in the Gulf of Mexico. Truckla also seeks payment for work it contends it performed but for which it was not paid.

After a four-day hearing and submission of post-hearing briefs and replies, we deny the appeals.

FINDINGS OF FACT

Contract Award and Contract Terms

1. On 31 August 2009, after a competitive procurement, the Corps awarded Contract No. W912EE-09-C-0030 to Truckla to construct 15 stone structures called "hardpoints" in a waterway off the Mississippi River near a location called Island 86, then, after completing the hardpoints, to rebuild and extend 2 pre-existing stone dikes on the Mississippi River at a location called the Lower Cracraft (R4, tab 3 at 189-91). 1

1 Page references in Rule 4, tab 3 are to consecutive numbers on the top, left-hand side of each page. 2. A hardpoint is a short dike made of rocks formed in a row extending from the bank into the water (ex. J-2 (photographs)). The purpose of the hardpoints was to stabilize the bank by redirecting water in order to keep the channel from "widening and increasing in flow" (tr. 3/86).

3. The government was to pay Truckla for each of three contract line item numbers (CLINs). CLIN 0001 required mobilization and demobilization, for which Truckla was to be paid $100,000. CLIN 0002AA required placement of the first 36,145 tons of stone at a unit price of $26.28. CLIN 0002AB required placement of stone in amounts exceeding 36,145 tons at the same fixed unit price. If all CLINs had been performed in full for the exact quantities set forth in the CLINs, the total contract payment would have been $1,999,781.20 for an estimated quantity of 68,290 tons of placed stone. (R4, tab 3 at 3, 193-94)

4. The contract provided that Truckla was to be paid "for stone satisfactorily placed" (R4, tab 3 at 194). To determine if stone was "satisfactorily placed," the contract established quality standards. Section 35 42 39.00 09, part 3, subsection 3.1, Stone Placement, required that "[t]he dikes and stone hardpoints shall be constructed to the elevations, cross sections, and minimum thicknesses and within the limits shown on the contract drawings" (id. at 251 ). Contract drawings identified each hardpoint' s required elevation, azimuth 2 and distance from neighboring hardpoints (ex. J-3, drawings C-103, C-104). They also specified the amount of stone to be used and the average length of a hardpoint (id., drawing D-50 I).

5. The contract also specified the angle of slide slopes and permissible tolerances, stating:

Side slopes shall be determined by the angle of repose of the stone, approximately IV on l .25H.. .. A tolerance of I foot will be allowed above the specified elevation and no tolerance below the specified elevation, and I foot under and 2 feet over the specified crown width, provided these variations are gradual over a minimum distance of I 00 feet measured along the centerline.

(R4, tab 3 at 251)

2 In this context, azimuth was the angle of the hardpoint in relation to north (tr. 4/28 (Pinkard)).

2 6. Certain work was not separately priced; compensation for these items was included in payment for stone placement, as noted in section 1.2.1 of the contract, which provided that:

The lump sum price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, submittal procedures, environmental protection, meeting safety requirements, tests and reports, providing as-built drawings, for using the Government-furnished software (RMS) and providing all labor and equipment necessary for electronic exchange of information and management of the contract.. .and for performing all work required for which separate payment is not otherwise provided.

(R4, tab 3at193)

7. One example of required work that was not separately priced was construction surveys of placed stone. Regarding surveys, the contract provided that "[ s]eparate payment will not be made for these surveys and all costs associated therewith shall be included in the applicable unit prices or lump sum prices contained in the Bidding Schedule" (R4, tab 3 at 174).

8. The contract called for monthly progress payments based on estimates of work meeting the standards of quality established under the contract, incorporating Federal Acquisition Regulation (FAR) 52.232-5, PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS (SEP 2002) (R4, tab 3 at 72-74).

9. The contract required Truckla to complete the work within 60 calendar days after its receipt of the notice to proceed (R4, tab 3 at 1). The performance period could be extended for certain excusable reasons, all of which are relevant here. First, the contract contemplated that high river conditions could interrupt work, and ifthe river rose above certain stages, construction would not be permitted and the government would grant time extensions. (Id. at 189-90) The contract explained that the "normal working season for the work to be done under this contract is seldom more than five months, and usually extends from about 15 July to 15 December" (id. at 151-52).

10. Second, the contract prohibited work from 19 December 2009 through 3 January 2010 which the government referred to as "holiday time" (tr. 11182) and from 1 April through 30 June of each year for the pallid sturgeon spawning season (R4, tab 3 at 150).

3 11. Third, the contract incorporated the default clause at FAR 52.249-10, DEFAULT (FIXED-PRICE CONSTRUCTION) (APR 1984 ). This clause allowed termination for default for failure to prosecute the work or failure to complete the work within the time allowed by the contract, provided that the contractor's right to proceed shall not be terminated for delay that "arises from unforeseeable causes beyond the control and without the fault or negligence of the Contractor." (R4, tab 3 at 120-22)

Truckla Begins to Build the Hardpoints in December 2009

12. The government issued a notice to proceed on 13 October 2009, and thus the original contract completion date was 12 December 2009 (R4, tab 5). By Modification No. AOOOO 1 dated 29 January 2010, the government extended the performance period by 48 days due to high river stages. Accordingly, the required completion date was extended to 14 February 2010. Modification No. AOOOOl also acknowledged that Truckla worked on the hardpoints from 1 to 17 December 2009 (R4, tab 3A at 2, 4-5).

13. Hardpoints are built by depositing stone into water at predetermined locations, building them into rows (R4, tab 3 at 191 ). Truckla used two barges to place the stone. One barge, known as a "spud barge," held a trackhoe. A spud barge has one or more extendable legs called "spuds" which are plunged into the river bottom to secure the barge in place.

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