Vistas Construction of Illinois, Inc.

CourtArmed Services Board of Contract Appeals
DecidedJanuary 12, 2016
DocketASBCA No. 58479, 58480, 58481, 58482, 58483, 58486, 58487, 58488
StatusPublished

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Bluebook
Vistas Construction of Illinois, Inc., (asbca 2016).

Opinion

ARMED SERVICES BOARD OF CONTRACT APPEALS

Appeals of -- ) ) Vistas Construction of Illinois, Inc. ) ASBCA Nos. 58479, 58480, 58481 ) 58482, 58483, 58486 ) 58487, 58488 Under Contract No. W912P8-08-C-0036 )

APPEARANCES FOR THE APPELLANT: Thomas 0 . Mason, Esq. Francis E. Purcell, Jr., Esq. Cooley LLP Washington, DC

APPEARANCES FOR THE GOVERNMENT: Thomas H. Gourlay, Jr., Esq. Engineer Chief Trial Attorney William G. Meiners, Esq. Engineer Trial Attorney U.S. Army Engineer District, New Orleans

OPINION BY ADMINISTRATIVE JUDGE O' CONNELL

These appeals arise out of a contract between appellant, Vistas Construction of Illinois, Inc. (Vistas), and the U.S. Army Corps of Engineers, New Orleans District, (Corps) to enlarge a levee in Louisiana. After the conclusion of the project, Vistas submitted a request for equitable adjustment (REA) seeking more than $17 million for a variety of issues, which it later certified as a claim. The contracting officer decided that Vistas was entitled to about $1.15 million. Vistas appealed to the Board, which assigned the discrete issues 10 ASBCA numbers of which eight remain. 1 The Board held a four-day hearing in Falls Church, Virginia, from 26-29 January 2015. At the hearing, the Board admitted large Rule 4 file supplements from both parties, including Vistas' REA, which alone consists of more than 44 volumes. Both entitlement and quantum are before us. For the reasons set forth in this opinion we sustain ASBCA Nos. 58483 and 58488 in part. All other appeals are denied or dismissed.

FINDINGS OF FACT

The Project

The contract is a post-Hurricane Katrina project at Lake Cataouatche in Jefferson Parish, Louisiana, which provided for the enlargement of approximately 5,000 feet of

1 ASBCA Nos. 58484 and 58485 were previously dismissed at the request of appellant. levee. The work included placement of bedding stone, construction of temporary granular fill closures, granular fill, compacted and uncompacted fills, installation of two rows of 54-inch diameter double walled plastic pipe culverts, excavation within the existing drainage canal, levee degrading, sheetpile installation, grouted stone scour protection, rip rap, and above and below water surface geotextile placement. Vistas agreed to perform the work for a firm-fixed-price of $I4,622,356.54. (Ex. A-883 (hereinafter "REA"), tab E.I at 5; R4, tab I at I ; R4, appx. at I, 3)

The contracting officer executed the contract on I 9 March 2008 and issued a notice to proceed on 28 March 2008 (R4, tab 6). Vistas started work on-site on 24 April 2008 (supp. R4, tab 69 at 3; tr. 2/25). The contract provided for completion within 320 days (R4, app 'x, tab A, § 00700, if 52.2I I-IO).

Changes to the Work

Almost immediately, Vistas discovered a problem with the contract drawings, which it described in a letter to the Corps dated 9 May 2008 (R4, tab 7 at I). The Request for Proposals (RFP) included drawing L-04 (New Sheet Pile and Culvert Section - Typical Section I). In the RFP, this drawing indicated in a 325-foot section from station I2I +75 to I25+00 that the levee would be constructed with a I vertical, 4 horizontal (IV on 4H) slope of compacted fill (REA, tab E.I at 566). For unexplained reasons, the executed contract contained a different version of L-04, which included a new detail showing a slope of IV on I2H ofuncompacted fill from station I2I +25 to I23+43, a distance of about 2I 8 feet. From station I23+43 to I25+00 the drawing was consistent with the RFP drawing in that it depicted a IV on 4H slope of compacted fill. (Compare REA, tab E.I at 566 with tab E.2 at I06 & R4, app'x, tab Bat L-04)

The geometry of the IV on I2H slope was not feasible because it would have extended the work outside the right of way (tr. 3/82). Nevertheless, Vistas stated in its 9 May 2008 letter that field representatives of the Corps had directed Vistas to "continue placing compacted fill in the canal per the IV to I2H slope detail" (R4, tab 7 at 2). Because more fill would be required to construct the IV on I 2H slope, Vistas also asked the Corps to "clarify how the additional fill materials are to be paid for" (id.).

The Corps seemingly solved the problem four weeks later on 6 June 2008 when it issued Modification No. A00002 (A00002). This modification included a new L-04, in which the detail showing the IV on I2H slope had been removed. The drawing now indicated that the entire length from station I2I+75 to I25+00 would be a IV on 4H slope of compacted fill, just as depicted in the RFP drawings. (supp. R4, tab 8 at 3, 4)

With respect to compensation for the changed work, A00002 provided that no partial payments would be made under the modification. Rather, payment would be directed by a separate modification containing an agreed upon equitable adjustment. (Supp. R4, tab 8 at 3)

2 Vistas began performing the work with the 1V on 4H slope, but a new problem developed before the parties definitized A00002. At 2:00 p.m. on 13 July 2008, the Corps' inspector noticed that the embankment had begun to fail, that is, it had begun to shear and move towards the water in a nearby ditch. The inspector directed Vistas to stop work for safety reasons. (Supp. R4, tab75 at GOV46816-17) On the following day, that same inspector described the incident as "a severe embankment failure" (id. at GOV46812). This embankment failure occurred in the 168 feet between station 121+75 and 123+43 ; thus it was within the area that went from a 1Von4H slope in the RFP drawings, to 1V on 12H after award, and then back to 1V on 4H in A00002. The Corps absolved Vistas of any responsibility for the slope failure and recognized that the design needed to be changed (supp. R4, tab 13 at GOV43196).

The area where the work had to be stopped due to the slope failure was on the critical path for the project and, due to phasing in the contract, there was no other work available (supp. R4, tab 13 at GOV43196). While the Corps approved some out-of-sequence work, it is clear that the slope failure caused a major delay (see id.).

The Corps did not change the design immediately; it required until 7 October 2008 to issue Modification No. POOOOl (POOOOl) to repair the drainage canal slope failure and to revise the pipe installation procedure (supp. R4, tab 28 at 1-2). The modification included a new L-04, which now depicted a 1V on 7H slope of compacted fill from station 123+43 to 125+00 (supp. R4, 8 April 2015 filing), which would have been adjacent to the area that suffered the slope failure.

POOOOl contained only a short explanation of the nature of the change, stating that "[t]his modification is to repair the drainage canal side slope failure and to revise the pipe installation procedure." It then listed seven drawings and six specification sections that were being replaced. (Supp. R4, tab G-28 at 2)

In a memorandum to the Corps Office of Counsel from Stuart Waits, P.E., chief, construction division, dated 27 August 2012, Mr. Waits described the POOOOl work as "changing the pipe installation method." Mr. Waits stated that before POOOOl , Vistas would excavate the canal, add geotextile fabric, add bedding material, then dewater and place pipe culvert. After the modification, Vistas was required to dewater prior to excavation. (App. supp. R4, tab 1157 at 2, ii 17)

At the hearing, the Corps construction manager, Ezra Batte, elaborated on the difficulties presented by dewatering prior to excavation. According to Mr. Batte, excavating in wet conditions in some respects is more difficult than a dry excavation because the contractor has to pull the dirt through water and place it on the ground where it does not hold any particular form. The contractor has to wait for the dirt to dry on the ground or place it in a lined truck that will hold the water.

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