ASBCA 61784
Board: ASBCA
Agency: Air Force
Appellant: Parsons Evergreene, LLC
Date: 2018-09-05
Outcome: denied
ARMED SERVICES BOARD OF CONTRACT APPEALS
Appeal of -- )
)
Parsons Evergreene, LLC ) ASBCA No. 58634
)
Under Contract No. FA8903-04-D-8703 )
APPEARANCES FOR THE APPELLANT: Douglas S. Oles, Esq.
James F. Nagle, Esq.
Adam K. Lasky, Esq.
Howard W. Roth III, Esq.
Oles Morrison Rinker & Baker, LLP
Seattle, WA
APPEARANCES FOR THE GOVERNMENT: Jeffrey P. Hildebrant, Esq.
Air Force Deputy Chief Trial Attorney
Lori R. Shapiro, Esq.
Trial Attorney
OPINION BY ADMINISTRATIVE JUDGE CLARKE
ON APPELLANT'S MOTION FOR RECONSIDERATION
The Board issued its decision in this appeal on September 5, 2018. Parsons
Evergreene (PE) received the decision on September 10, 2018, and timely filed its motion
for reconsideration on October 10, 2018. PE requests reconsideration of the Board's
decision concerning Structural Brick, Triarch and Claim Preparation/REA Modification
Costs (app. mot. at 1). We will deal with each separately. We have jurisdiction pursuant to
the Contract Disputes Act of 1978 (CDA), 41 U.S.C. §§ 7101-7109. We deny the motion.
DISCUSSION
Standard/or Reconsideration
Parsons Evergreene (PE) must demonstrate a compelling reason for the Board to
modify its decision. JF. Taylor, Inc., ASBCA Nos. 56105, 56322, 12-2 BCA ,i 35,125.
The standard we apply for reconsideration is "[t]o prevail on reconsideration, the moving
party must generally establish that the underlying decision contained mistakes in our
findings of facts or errors of law or that newly discovered evidence warrants vacating our
decision." DODS, Inc., ASBCA No. 57667, 13 BCA ,J 35,203 at 172,711. Motions for
reconsideration are not intended to provide a party with an opportunity to reargue issues
previously raised and denied. Cl2, Inc., ASBCA No. 56257, 15-1 BCA ,i 35,829 at 175,194.
Structural Brick Claim
Contentions of the Parties
PE contends that the Board made a mistake of fact and error of la,v when it failed to
use Mr. Tengler's estimate of the cost PE would have avoided had it been allmved to use
its single-wall structural brick design rather than the double-wall (8-inch CMU 1 block and
4-inch brick veneer). Parsons Evergeene, LLC. ASBCA No. 58634. 18-1 BCA ~ 37.137
at 180. 734. finding 6. More specifically PE writes:
[TJhe Board has made a mistake in fact where it finds: .. we
are unable to calculate the amount PE is entitled to .. for the
added costs due to Government rejection of the "Structural
Brick .. Design. Moreover. the Board has made an error of
law by applying a legal standard that rejects use of an
estimate in circumstances that effectively require reliance on
an estimate.
(App. mot. at 10) PE seeks $2,195.588 (id. at 15).
In its opposition the Air Force (AF) presents a table with a side-by-side comparison
of sections in PE's motion and PE's post-hearing brief (gov·t resp. at 13-14). The AF
argues that this comparison proves that the structural brick argument in PE· s motion is ··an
attempt to re litigate the issues already heard and decided by the Board'' (id. at 13 ). The
AF also contends that PE "fails to cite any testimony or evidence that ,vas overlooked in
the Board's Opinion." Additionally there was .. no legal error in denying the costs claimed
by Appellant based on the Estimate:· (Id. at 15)
Discussion
PE's argument misses the point we clearly made in our decision. PE apparently
believes the Board found entitlement for the total increased cost of having to build to the
double-wall design rather than the structural-brick design. That is not what we held. We
held ...The AF is responsible for the additional design and construction costs incurred to
change the Baker 35% design to resist progressive collapse.'' Parsons. 18-1 BCA ~ 37.137
at 180,794. The entirety of PE's basis for reconsideration is PE's mischaracterization of
the Board's structural brick decisions.
The decision dealt with structural brick in two parts - design and construction. We
found the AF liable for the additional costs PE incurred to design changes required to make
the Baker 35% design resist progressive collapse.