ARMED SERVICES BOARD OF CONTRACT APPEALS 
 
Appeals of -- ) 
 ) 
CDM Constructors Inc. ) 
 ) 
   ) 
 
APPEARANCES FOR THE APPELLANT: Bret S. Wacker, Esq. 
Emily J. Baldwin, Esq. 
Jeffrey M. Gallant, Esq. 
  Clark Hill PLC 
  Detroit MI   
  
APPEARANCES FOR THE GOVERNMENT: Michael P. Goodman, Esq. 
  Engineer Chief Trial Attorney 
John F. Bazan, Esq. 
Gilbert H. Chong, Esq. 
Brian M. Choc, Esq. 
  Engineer Trial Attorneys 
  U.S. Army Engineer District, Los Angeles 
 
OPINION BY ADMINISTRATIVE JUDGE SWEET 
 
 These quantum appeals relate to our entitlement decision in CDM Constructors, 
Inc., ASBCA No. 60454 et al., 18-1 BCA ¶ 37,190 (CDM I).  In CDM I, we held that the 
Army Corps of Engineers (Corps) constructively changed a contract to design and build a 
water treatment plant (WTP) at Fort Irwin, California when it compelled appellant CDM 
Constructors, Inc. (CDM) to size the WTP’s evaporation ponds (EPs) using a three 
million gallon per day (mgd) average daily flow (ADF), and a 0.8 pan evaporation 
coefficient only if the maximum depth was three feet or less (collectively, EP changes).  
Id. at 181,013-14.  However, we held that the Corps did not constructively change the 
contract when it compelled CDM to provide a standby EP.  Id. at 181,012-13.  In CDM I, 
we also held that the Corps provided defective specifications regarding a standby 
generator.  Id. at 181,014-15.  Finally, we returned the appeals to the parties for a 
determination of quantum.  Id. at 181,016. 
   
 After the parties proved unable to resolve the issue of quantum, CDM filed these 
quantum appeals.1  In these appeals, CDM attempts to calculate its equitable adjustment for 
the EP changes by using the revised 100 percent design to establish the reasonable costs of 
                                              
1 ASBCA No. 62026 addresses the EPs.  ASBCA Nos. 62088 and 62089 address the 
generator.   
ASBCA Nos.   62026, 62088, 62089 
Under Contract No.  W912PL-12-C-0022 

2 
 
performing the contract’s requirements without the EP changes.  However, that attempt 
fails because CDM has not met its burden of showing that the revised 100 percent design 
complied with all of the contract’s requirements—particularly its standby EP requirement.     
 
 Regarding the generator, the parties stipulate that CDM is entitled to a 
$318,684.46 equitable adjustment for the defective generator specifications.  
Moreover, CDM has met its burden of showing that it is entitled to an additional 
$7,367.54 for its increased general conditions costs due to the increased complexity 
caused by the defective generator specifications.  Therefore, CDM is entitled to an 
equitable adjustment of $326,052 for the defective generator specifications. 
 
FINDINGS OF FACT 
 
1.  On August 8, 2012, the Corps awarded Contract No. W912PL-12-C-0022 
(0022 Contract) to CDM for the design and construction of a WTP at Fort Irwin, 
California.  CDM I, 18-1 BCA ¶ 37,190 at 181,005.2   
 
I.  Facts Unique to the Evaporation Ponds Appeal (ASBCA No. 62026) 
 
 A.  Contract Requirements 
 
2.  The 0022 Contract did not require CDM to use any particular ADF, or any 
particular evaporation coefficient for any particular water depth.  CDM I, 18-1 BCA 
¶ 37,190 at 181,008. 
 
3.  However, the 0022 Contract required CDM to provide “2 + 1 STANDBY” 
EPs.  Id. at 181,007.  A standby EP is an EP that is operational, but, for an indefinite 
time period, need not be used to prevent operational overflows—i.e., inflows exceeding 
net evaporation—except in an emergency.   Id. at 181,007-08, 181,017 n.12; see also 
(app. post-hearing br. at 37; app. post-hearing reply at 17-18).  While the Corps 
concedes that a standby EP may be used while cleaning in-service EPs, it may not be 
used to prevent operational overflows (tr. 2/132-33, 2/136; app. supp. R4, tab 2016 
at 20,300; app. post-hearing br. at 37; app. post-hearing reply at 17-18).  The 
uncontroverted evidence establishes that a reasonable time-period for cleaning EPs was 
about two months.  Therefore, an EP that is used for about two months may qualify as a 
standby EP that only is being used while cleaning an in-service EP.  However, an EP 
that is used for longer than two months does not qualify as a standby EP because that use 
constitutes use to prevent operational overflows.  (Tr. 2/155, 2/157, 2/203; gov’t supp. 
R4, tab 1048 at 2,753-56)     
 
                                              
2 CDM I presents the facts in greater detail, and we presume familiarity with CDM I.   

3 
 
 B.  Relevant Design 
 
4.  After the Corps rejected several EP designs, CDM submitted a revised 
100 percent design and a May 17, 2013 design memorandum (collectively, relevant 
design).  CDM I, 18-1 BCA ¶ 37,190 at 181,009.  It is undisputed that the relevant 
design used a 2.25 mgd ADF, used a 0.8 evaporation coefficient for a water depth 
greater than three feet, and had three EPs.  Id. at 181,009.  Rather, the central dispute in 
ASBCA No. 62026 is whether one of those EPs was a standby EP (app. post-hearing 
br. at 4; gov’t post-hearing br. at 27).   
 
5.  In an attempt to show that the relevant design lacked a standby EP, the Corps 
presented testimony from Antonia Ortiz—the Corps’ project engineer and an expert in 
the sizing of ponds for outflows to balance inflows (tr. 2/119).  In an attempt to show 
that the relevant design included a standby EP, CDM presented testimony from 
William B. O’Neil—CDM’s designer of record, and an EP expert (tr. 1/109 -10; app. 
witness list (Feb. 5, 2020); gov’t objections to app.’s evidence (Feb. 12, 2020)). 
 
6.  Ms. Ortiz, Mr. O’Neil, and Dr. Beth Gross—CDM’s EP expert at the 
entitlement hearing—agreed that the determination of whether a design include s a 
standby EP should start with a water balance analysis, which estimates whether net 
evaporation balances inflows (gov’t supp. R4, tab 1001 at 10-11, tab 1003 at 33-35; app. 
supp. R4, tab 2018a at 20,550-51; ASBCA No. 60454 app. supp. R4, tab 59 at 183; 
tr. 2/164-65, 2/172, 3/35-36).3  Mr. O’Neil asserted that additional modeling should be 
performed (CDM’s Model) to provide a more accurate determination of whether net 
evaporation balances inflows (gov’t supp. R4, tab 1001 at 10-11; tr. 3/35-36).   
 
1.  Water Balance Analysis 
 
7.  Ms. Ortiz, Mr. O’Neil, and Dr. Beth Gross all agree that the basic equation to 
calculate the average surface area required for net evaporation to balance inflows 
(required surface area) under a water balance analysis is to divide the average inflows 
by the average net evaporation rate (gov’t supp. R4, tab 1003 at 33; app. supp. R4, 
tab 2018a at 20,550; ASBCA No. 60454 app. supp. R4, tab 59 at 183).  Using that 
equation, both Ms. Ortiz and Mr. O’Neil agree that the relevant design’s required 
surface area was greater than the available surface area of its two in-service EPs at their 
maximum five-foot depth (app. supp. R4, tab 2018a at 20,550-51; see also tr. 2/172, 
3/84).4    
                                              
3 Unless otherwise indicated, all citations to the R4 files are to the R4 files in the 
quantum appeals.  Citations to the R4 files in the entitlement appeals start with 
“ASBCA No. 60454.” 
4 Ms. Ortiz and Mr. O’Neil calculate slightly different required surface areas of 
4.7 acres and 4.48 acres respectively based upon different treatment of 

4 
 
 
8.  As CDM’s own expert Dr. Gross opined at the entitlement phase, the required 
surface area is an average, and “the ponds are not continuously operated at maximum or 
greater depths to provide the required pond surface area” (ASBCA No. 60454 app. 
supp. R4, tab 59 at 183; see also tr. 2/172-73).  Ms. Ortiz agreed that “there’s no way 
the maximum can be the average depth because you can’t exceed the maximum depth” 
(tr. 3/84).  Therefore—as Dr. Gross conceded in addressing a different design and as 
Ms. Ortiz testified regarding the relevant design—the fact that the required  surface area 
was greater than the available surface area of the in-service EPs at their maximum 
depth means that there would be operational overflows without use of the purported 
standby EP (app. supp. R4, tab 2018a at 20,551; ASBCA No. 60454 app. supp. R4, 
tab 59 at 183; tr. 3/84).  As such, the water balance analysis shows that the relevant 
design lacked a standby EP (gov’t supp. R4, tab 1003 at 33-34).      
 
2.  CDM’s Model  
 
9.  The relevant design presented CDM’s model, which analyzed the depth 
required for the relevant design’s net evaporation to balance its inflows (required depth).  
According to that analysis, the required depth would not exceed three feet—which was 
less than the five-foot maximum available depth—under the operating scenario of using 
the purported standby EP for twelve months (original operating scenario) (gov’t supp. 
R4, tab 1057 at 2950-53).5  However, that twelve month period far exceeded the two 
month period during which the standby EP needed to be used while cleaning the 
in-service EPs.  Thus, the original operating scenario went beyond merely using the 
purported standby EP while cleaning the in-service EPs, and instead used the purported 
standby EP to prevent operational overflows (tr. 2/155, 2/157, 2/203).  As a result, the 
original operating scenario fails to establish that the relevant design included a standby 
EP (tr. 2/132-33, 2/136; app. supp. R4, tab 2016 at 20,300; app. post-hearing br. at 37; 
app. post-hearing reply br. at 17-18). 
   
                                              
precipitation (gov’t supp. R4, tab 1001 at 11, tab 1003 at 34).  The surface area 
of the relevant design’s two in-service EPs at their five-foot maximum depth 
was 4.42 acres (app. supp. R4, tab 2018a at 20,551).  Therefore, regardless of 
whether we use the required surface area from Ms. Ortiz or Mr. O’Neil, the 
relevant design’s required surface area was greater than the available surface 
area of its two in-service EPs at their five-foot maximum depth.    
5 CDM asserts that the 0022 Contract did not require the use of any particular 
operating scenario, but concedes that CDM had to show that there was some 
operating scenario under which the EPs would meet the 0022 Contract’s 
requirements—including the standby EP requirement—and not overflow (app. 
post-hearing br. at 29-30).     

5 
 
10.  During CDM’s rebuttal at the hearing, Mr. O’Neil testified that he re-ran 
CDM’s model, this time under an alternative operating scenario of using the purported 
standby EP only for two months each year while cleaning each of the in-service EPs 
(alternative operating scenario).  According to Mr. O’Neil, the result was that the required 
depth did not exceed about 40 inches—which was less than  the five-foot (60 inch) 
maximum available depth.  (Tr. 3/21-22, 3/25-26)   
 
11.  Several factors undermine the reliability of Mr. O’Neil’s testimony 
regarding the alternative operating scenario.  First, the required depth under 
Mr. O’Neil’s water balance analysis averaged over five-feet (60 inches) (app. supp. 
R4, tab 2018a at 20,551),6 but the required depth under his alternative operating 
scenario averaged only about 20 inches (tr. 3/27).  While the water balance analysis is 
only an estimate, the unexplained magnitude of that discrepancy between the required 
depth in Mr. O’Neil’s water balance analysis and his alternative operating scenario—a 
two-thirds difference—undermines Mr. O’Neil’s testimony regarding the alternative 
operating scenario (tr. 3/73-74).  Second, Mr. O’Neil’s testimony regarding the 
alternative operating scenario is undermined by the fact that CDM only supported that 
testimony with a demonstrative exhibit; instead of with any evidence—let alone with 
any evidence that Ms. Ortiz had the opportunity to review and address (tr. ex. 5).  
Third, even if we were to rely upon that demonstrative exhibit, it shows that the 
purported standby EP needed to be used for more than two months a year, which 
contradicts Mr. O’Neil’s testimony that the alternative operating scenario only needed 
to use the purported standby EP for two months a year while cleaning the in-service 
EPs (id. at 1).  In light of these factors, Mr. O’Neil’s testimony fails to show that the 
purported standby EP only was needed while cleaning the in-service EPs; instead of 
being needed to prevent operational overflows.  Thus, Mr. O’Neil’s testimony fails to 
establish that the relevant design included a standby EP. 
 
 C.  Post-Relevant Design Redesign 
 
12.  In letters dated May 20, 2013 and May 22, 2013, the Corps rejected the 
relevant design because it used a 2.25 mgd ADF and a 0.8 evaporation coefficient for a 
maximum depth of five feet, and it lacked a standby EP.  CDM I, 18-1 BCA ¶ 37,190 
at 181,009.   
 
13.  In CDM I, we held that the Corps constructively changed the 0022 Contract 
by compelling CDM to use a 3.0 mgd ADF and a 0.8 evaporation coefficient only if 
the maximum depth was three feet or less.  CDM I at 181,013-14.  However, we held 
that “[t]here was not a constructive change when the Corps compelled CDM to 
                                              
6 That represents the depth at which the required surface area occurred (app. supp. R4, 
tab 2018a at 20,551). 

6 
 
provide a backup EP that was operational, but not in use except in an emergency” 
id. at 181,012.  
 
14.  CDM submitted a final design package, which included a 3.0 mgd ADF, a 
0.8 evaporation coefficient for a maximum depth of three feet or less, eight in-service 
EPs, and one standby EP.  The Corps approved that design.  CDM I at 181,009. 
   
15.  On July 15, 2014, CDM submitted a request for equitable adjustment 
(REA) regarding the EPs (R4, tab 4).  In the REA, CDM acknowledged that an infinity 
symbol represented a standby EP that was not necessary to prevent operational 
overflows (id. at 36).  However, in a table addressing the design criteria, CDM did not 
use the infinity symbol to describe the relevant design’s standby period (id. at 109).7  
Therefore, the REA effectively conceded that the relevant design needed to use the 
purported standby EP to prevent operational overflows.8   
 
II.  Facts Unique to the Generator Appeals (ASBCA Nos. 62088, 62089) 
 
16.  Before award, the Corps provided CDM with concept drawings—including 
drawings from the utility Southern California Electric (SCE)—showing a single 
standby generator connected to the primary network by one automatic transfer switch 
(ATS).  CDM I, 18-1 BCA ¶ 37,190 at 181,010-11.  
 
17.  After award, CDM submitted a 10 percent electrical design, which followed 
the concept drawings by using a single standby generator connected to the primary 
network by one ATS.  CDM I, 18-1 BCA ¶ 37,190 at 181,011.   
 
                                              
7 While the REA represented that the relevant design included a standby EP (R4, tab 4 
at 109), it did so based upon CDM’s definition of a standby EP as providing 
standby capacity (id. at 36-37), which we rejected at the merits phase.  CDM I, 
18-1 BCA ¶ 37,190 at 181,013.   
8 The Corps answered the interrogatory “[i]s it your contention that all of the 
Evaporation Ponds in the Technical Memorandum are needed or otherwise 
necessary to handle operational overflow?” by stating, “[r]egarding the 
‘Technical Memorandum’ as defined above, no.”  (App. supp. R4, tab 2016 
at 20300-01)  That does not establish that the relevant design included a 
standby EP because that interrogatory’s use of the word “handle” instead of 
“prevent,” and its failure to specify a time-frame, are confusing.  As the REA 
acknowledged, the technical memorandum showed that the relevant design 
could prevent operational overflows without using all three EPs, but it only 
could do so for 12 months (R4, tab 4 at 109).     

7 
 
18.  At a meeting between CDM, SCE, and the Corps, SCE indicated that it no 
longer would accept a design that used a single standby generator connected to the 
primary network by one ATS.  CDM I, 18-1 BCA ¶ 37,190 at 181,011. 
 
19.  In response, CDM redesigned the electrical system to use the secondary 
network to feed electricity from the generator to two locations, each with an ATS.  
CDM, 18-1 BCA ¶ 37,190 at 181,011. 
 
20.  In CDM I, we held that CDM is entitled to an equitable adjustment because 
the Corps provided defective specifications regarding the generator.  CDM I, 18-1 
BCA ¶ 37,190 at 181,014.   
 
21.  The parties stipulate that CDM is entitled to an equitable adjustment of 
$318,684.46 for the defective generator specifications.  They dispute whether CDM is 
entitled to an additional $7,367.54.  (Tr. 1/50; gov’t br. at 33) 
 
22.  The $7,367.54 are for increased general conditions costs (tr. 1/57-58).  Those 
general conditions costs “are the management costs, the temporary facilities, temporary 
power costs and utilities that are associated with that work.  It also includes some 
surveying, third-party testing, inspection, management, superintendents, health and 
safety, any number of things.”  (Tr. 1/54)  General conditions costs may increase because 
of an increase in either the project’s scope of work or the required time (tr. 1/54-56).  
Here, CDM’s general conditions costs increased because of an increase in the project’s 
scope of work— such as additional concrete encasements for the wiring—that arose from 
the defective specifications; not because of an increase in the required time (tr. 1/56-59).  
In particular, CDM incurred the following increased general conditions costs: 
 
Description Amount 
Project Management $2,750 
Field Engineer $1,019 
Field Supervisory Staff $966 
Project Safety Officer 
Testing 
$2,040 
Temporary Utilities Usage $134 
Project Vehicles $1,008 
Total $7,918 
 
(Compl. ex. 2.A-3; see also tr. 1/57-58)9 
                                              
9 Complaint exhibit 2.A-3 shows the total increased general conditions costs as $7,918, 
but the sum of the individual cost components is $7,197.  We attribute the 
difference to rounding.  Moreover, while Complaint Exhibit 2.A-3 shows the 
total increased general conditions costs of $7,918, CDM only seeks increased 

8 
 
 
DECISION 
 
I.  The Evaporation Ponds Appeal (ASBCA No. 62026) 
 
 CDM has failed to meet its burden of showing the quantum of its equitable 
adjustment for the EP changes.  The contractor bears the burden of proving the amount 
by which a change increased its cost to perform.  B.R. Servs., Inc., ASBCA No. 47673, 
et al., 99-2 BCA ¶ 30,397, at 150,272 (quoting Buck Indus., Inc., ASBCA No. 45321, 
94-3 BCA ¶ 27,061 at 134,878).  To meet that burden, a contractor must demonstrate 
“the difference between the reasonable cost of performing the work with and without 
the change.”  Id.   
 
 Here, CDM argues that the relevant design establishes the reasonable cost of 
performing the 0022 Contract’s requirements without the EP changes because the 
relevant design allegedly complied with all of the 0022 Contract’s requirements—
including the standby EP requirement (app. post-hearing br. at 4, 20; app. post-hearing 
reply at 1).  A standby EP is an EP that may be used for two months while cleaning the 
in-service EPs, but need not be used for longer than that to prevent operational 
overflows—i.e. , for net evaporation to balance inflows—except in an emergency  
(finding 3).  CDM’s argument that the relevant design satisfied the standby EP 
requirement fails because the water balance analysis shows that the relevant design 
needed to use the purported standby EP to prevent operational overflows, and CDM’s 
Model does not negate that showing (findings 8-9, 11).10     
 
                                              
general conditions costs of $7,367.54 (app. post-hearing br. at 52).  Therefore, 
we limit CDM’s increased general conditions costs to $7,367.54. 
10 CDM argues that, by failing to raise the issue in its post-hearing brief, the Corps 
waived the argument that the relevant design lacked a standby EP because the 
purported standby EP was needed to prevent operational overflows (app. 
post-hearing reply at 15-19).  It would have been helpful if the Corps devoted 
more attention in its post-hearing brief to that central issue, instead of focusing so 
much of its briefing on extraneous issues.  Nevertheless, the Corps’ reference in 
its post-hearing brief to Ms. Ortiz’s opinion that the relevant design did not 
include a standby EP was sufficient to raise the issue (gov’t post-hearing br. 
at 27), particularly since Ms. Ortiz explained why she concluded that the 
purported standby EP was needed to prevent operational overflows (findings 7-8).  
In any event, waiver is a discretionary rule, and we would decline to find waiver 
to avoid the unfairness that would result from waiver of such a central issue in 
these appeals.  Becton Dickinson & Co. v. C.R. Bard, Inc., 922 F.2d 792, 800 
(Fed. Cir. 1990).   

9 
 
 First, the water balance analysis shows that the relevant design needed to use 
the purported standby EP to prevent operational overflows (finding 8).  In particular, 
the water balance analysis shows that the relevant design’s required surface area was 
greater than the available surface area of its two in-service EPs at its five-foot 
maximum depth (finding 7).11  A required surface area that exceeds the available 
surface area at the maximum depth means that there would be operational overflows 
(finding 8).  Therefore, the relevant design needed to use the purported standby EP to 
prevent operational overflows (id.).   
 
Second, CDM’s Model does not negate that demonstration (findings 9, 11).  The 
original operating scenario in CDM’s Model went beyond merely using the purported 
standby EP for two months while cleaning the in-service EPs, and instead used the 
purported standby EP for twelve months to prevent operational overflows (finding 9).  
Moreover, Mr. O’Neil’s last minute testimony that the alternative operating scenario 
shows that the purported standby EP only was needed for two months a year while 
cleaning the in-services EPs—and not to prevent operational overflows — is undermined 
by:  (1) the unexplained magnitude of the discrepancy between the required depth in his 
water balance analysis and in his alternative operating scenario; (2) the lack of 
supporting evidence; and (3) the fact that the supporting demonstrative exhibit shows 
that the purported standby EP needed to be used for more than two months a year 
(finding 11).  In fact, contrary to the position that it has taken during the quantum phase, 
CDM effectively conceded in its REA that the relevant design needed to use the 
purported standby EP to prevent operational overflows (finding 15).   
 
 Because CDM has failed to show that the relevant design did not need to use 
the purported standby EP to prevent operational overflows, it has failed to show that 
the relevant design satisfied the 0022 Contract standby EP requirement (findings 8-9, 
11).  As a result, CDM has failed to meet its burden of establishing the reasonable cost 
of performing the 0022 Contract’s requirements without the EP changes because CDM 
has provided no baseline from which to demonstrate its increased costs.  Thus the 
quantum of its equitable adjustment for the EP changes is not calculable. 
   
II.  The Generator Appeals (ASBCA Nos. 62088, 62089) 
 
 CDM is entitled to a $326,052 equitable adjustment for the defective generator 
specifications.  The parties stipulate that CDM is entitled to a $318,684.46 equitable 
adjustment (finding 21).  Moreover, CDM has met its burden of showing that it is 
entitled to an additional $7,367.54 for increased general conditions costs.  The Corps’ 
                                              
11 While the water balance analysis only provides an estimate (finding 6), it plays a 
significant role in determining whether net evaporation balances inflows, as 
evidenced by the fact that even CDM’s experts performed water balance 
analyses (findings 6-7). 

10 
 
only argument is that there were no delays, so CDM could not have incurred any 
increased general conditions costs as a result of any delays (gov’t post-hearing br. 
at 33-34).  That argument ignores the fact that delay is not the only reason general 
conditions costs may increase (finding 22).  General conditions costs also may 
increase because of an increase in the project’s scope of work (id.).  And indeed, here, 
the increased general conditions costs were due to an increase in the project’s scope of 
work that resulted from the defective specifications, and were not due to an increase in 
the required time (id.).  Because the defective specifications provided by the Corps 
caused that increase in the project’s scope of work—and therefore those increased 
costs (id.)—CDM is entitled to an equitable adjustment for those increased costs .  
Therefore, CDM is entitled to a $326,052 equitable adjustment for the defective 
generator specifications.  
 
CONCLUSION 
 
For the foregoing reasons, CDM has not met its burden of showing that it is 
entitled to an equitable adjustment in ASBCA No. 62026.  CDM is entitled to an 
equitable adjustment in ASBCA Nos. 62088 and 62089 in the amount of $326,052, 
plus interest from July 22, 2015, under the Contract Disputes Act, 41 U.S.C. §§ 7109. 
 
 Dated:  October 29, 2020 
 
 
 
JAMES R. SWEET 
Administrative Judge 
Armed Services Board 
of Contract Appeals 
 
I concur 
 
 
 
 I concur 
 
RICHARD SHACKLEFORD 
Administrative Judge 
Acting Chairman 
Armed Services Board 
of Contract Appeals 
 J. REID PROUTY 
Administrative Judge 
Vice Chairman 
Armed Services Board 
of Contract Appeals 
 
 
  


11 
 
 I certify that the foregoing is a true copy of the Opinion and Decision of the 
Armed Services Board of Contract Appeals in ASBCA Nos. 62026, 62088, 62089, 
Appeals of CDM Constructors Inc., rendered in conformance with the Board’s Charter. 
 
 Dated:  October 29, 2020 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
PAULLA K. GATES-LEWIS 
Recorder, Armed Services 
Board of Contract Appeals