ARMED SERVICES BOARD OF CONTRACT APPEALS 
 
Appeals of -- ) 
 ) 
East Coast Repair & Fabrication, LLC ) ASBCA Nos. 60036, 60988 
 ) 
Under Contract No. N50054-13-C-1306 ) 
 
APPEARANCES FOR THE APPELLANT: J. Travis Pittman, Esq. 
 Chidinma P. Okogbue, Esq. 
   Holmes Pittman and Haraguchi, LLP 
  Chester, MD 
 
Daniel R. Weckstein, Esq. 
  Vandeventer Black LLP 
  Norfolk, VA 
 
APPEARANCES FOR THE GOVERNMENT: Craig D. Jensen, Esq. 
  Navy Chief Trial Attorney 
Russell A. Shultis, Esq. 
 Nicole R. Best, Esq. 
Rawn M. James, Jr., Esq. 
   Trial Attorneys 
 
OPINION BY ADMINISTRATIVE JUDGE O’SULLIVAN 
 
 East Coast Repair & Fabrication, LLC (ECR) appeals a deemed denial of its 
claim for costs of disruption, acceleration, and growth work arising from its 
performance of a contract to extend the service life of the USS HURRICANE, a patrol 
coastal class (PC class) naval vessel.  We have jurisdiction under the Contract 
Disputes Act of 1978, 41 U.S.C. §§ 7101-7109.  Both entitlement and quantum are 
before us.  Because we find that ECR has not proven entitlement, we deny the appeal. 
 
FINDINGS OF FACT 
 
1. On June 22, 2012, the Navy issued a solicitation seeking contractors to 
perform Dry Docking Phased Maintenance Availability of the USS HURRICANE 
(R4, tab 4).  At the time, the Navy had finished or was in the process of conducting 
availabilities for the repair/service life extension of PC class vessels USS TEMPEST, 
USS THUNDERBOLT, and USS SQUALL (tr. 3/48).  PC class vessels are fast 
gunboats with a top speed of roughly 35 knots (tr. 3/49).  The purpose of the 
availabilities was to extend the service life of the vessels prior to sending them to the 
Persian Gulf to protect aircraft carriers in the region (tr. 3/49). 

 
2 
 
2. ECR was an experienced contractor, having performed similar availabilities 
on the USS THUNDERBOLT and the USS TEMPEST (tr. 1/44).   
 
3.  The technical requirements of the work to be accomplished under the 
contract were contained in Section J, primarily in Specification Package No. 505-12 
(SSP 505-12).  (R4, tab 4 at GOV000255, tab 145)  SSP 505-12 set forth 
individual work items relating to particular aspects of the work, of which Work Item 
No. 110-11-001 was by far the largest.  Work Item No. 110-11-001, also called the 
“steel item” or the “structural steel work,” governed structural repairs throughout the 
ship.  (R4, tab 145 at GOV0062588)  This work involved removing government 
designated deflected structural steel,1 or plate, and replacing it with newly fabricated 
steel.  (R4, tab 145; tr. 1-91 (Rivera), tr. 3-51 (Adams)).  The steel item incorporated 
by reference 51 items including NAVSEA Standard Items, NAVSEA drawings, and a 
planning memorandum developed by Navy engineers prior to issuance of the 
solicitation.  (R4, tab 848 at GOV0181172-74; tr. 2/195-96, 2/239, 3/28; R4, tab 147) 
 
4. Before the solicitation was issued, a team of Navy personnel conducted 
structural inspections of the USS HURRICANE to define the scope of the repairs that 
would be needed.  These inspections were of every piece of steel, each plate, and each 
longitudinal, bracket, and girder that was not hidden behind interferences, to record the 
extent of deflection or other damage (tr. 3/50-51).  The team had with them a survey 
booklet based on the NAVSEA drawings for the ship, and as they measured areas of 
the hull and support structure in need of repair they would mark the corresponding 
drawings accordingly.  The survey sheets with the marked-up drawings were then 
given to the Navy’s in-service engineering agent to be incorporated into the planning 
memorandum referenced in the contract specifications.  (Tr. 3/51-52) 
 
5. Not all of the steel to be repaired or replaced was designated in the planning 
memorandum.  Certain areas of the vessel, those hidden behind interferences such as 
insulation, bunks, lockers, freezers, and ventilation, could not be inspected until the 
availability had begun and the interferences were removed.  Once interferences were 
removed, the Phase III inspection would occur and additional steel plate and other 
structures would be designated for replacement.  The planning memorandum estimated 
that, on top of the steel it had designated for replacement, an additional 870 square feet 
of steel would be identified in the Phase III inspection.  (R4, tab 147 at GOV0174139) 
 
6. At the time the solicitation was issued, Work Item No. 110-11-001 called 
for the removal and replacement of a maximum of 33,172 square feet of steel plate and 
                                              
1  Deflected steel or plate is steel that has been damaged and becomes warped and out 
of plane.  Deflected steel is no longer able to withstand the forces that it could 
when it was “flat and fair.”  (Tr. 3/51) 

 
3 
261 linear feet of flat bar.  (R4, tab 848 at GOV0181175-76)  Potential offerors 
submitted questions about the amount of steel called for in the specifications.  One 
offeror pointed out that the estimated rough square footage of the complete exterior 
ship’s hull and deck was less than 11,000 square feet.  (R4, tab 2 at GOV000134)  On 
July 19, 2012, after continued questions about the amount of steel called for, the 
Navy issued Amendment 10 to the solicitation containing Errata 10 to Work Item 
No. 110-11-001, reducing the maximum total square feet of steel to be replaced to 
10,749 (excluding flat bar).  (R4, tab 15 at GOV000344, tab 855 at GOV0181489) 
 
7.  Amendment 12 to the solicitation, issued July 26, 2012, contained answers 
to additional questions from offerors.  Of interest are the following: 
 
Q.2.  Structural repair items.  There is an excessive amount of “Special” 
structural Steel required by Item 110-11-001 as stated in question #04.  
It is also noted that the Hull/Tank/void repair items also require a 
considerable amount of “Special” structural steel. 
 
a) Since the steel is special and LLTM, is the steel included in 
110-11-001 intended to be utilized for the other steel repairs 
items?  NOTE:  (Steel replacements in the repair items can 
only be identified after the required inspections.  Orders for 
additional steel could delay the contract date.) 
 
b) Since the steel requirements of 110-11-001 are extensive will 
the Government expect a labor credit for unused quantities? 
 
c) Would the Government want the unused steel turned in at the 
end of the contract? 
 
A.2. 
a) Yes. 
b) Yes. 
c) Yes. 
 
(R4, tab 17 at GOV000354) 
 
8. The Navy opened discussions with offerors on August 7, 2012.  It continued 
to issue changes to SSP 505-12 during discussions.  (R4, tabs 18-19)  Errata 27 was 
the last one issued before submission of final proposal revisions.  Errata 27 revised 
Work Item No. 110-11-001 to identify a maximum total of 5044 square feet of steel 
plate to be removed and replaced, along with 461 linear feet of flat bar.  (R4, tab 145 
at GOV0062592)  As had predecessor versions of this work item, the revised item 
specified the new steel to be bought to perform the specified replacements.  (Id. 

 
4 
at GOV0062593)  The new total was 5150 square feet of plate and 461 linear feet of 
flat bar (id.).   
  
9. On February 12, 2013, the Navy awarded Contract No. N50054-13-C-1306, a 
firm fixed-price contract (the contract), to ECR for a total evaluated price of $14,239,409 
(R4, tab 3).  As revised by Modification No. P0004 on March 13, 2013, the contract’s 
period of performance began on March 27, 2013.  (R4, tab 35)  The first major phase of 
performance was the removal of interferences in preparation for the Phase III inspection 
(tr. 1/185).  Orlando Rosenbaum, a project manager for ECR who worked on the 
HURRICANE as a ship superintendent, testified that interferences were removed starting 
all the way forward of the vessel and then moving aft through the crew quarters 
(removing, among other equipment, lockers, lights and ventilation) and the galley 
(removing mess decks, tables, freezer, etc.).  The majority of the work was between the 
second deck and the lower parts of the vessel, where the tanks and voids were, and 
where the frames were approximately two feet apart, requiring tight maneuvering.  
(Tr. 1/188-91)   
 
10. Once all interferences were removed, the Phase III inspection took place.  
The purpose of this inspection, conducted jointly by ECR and the Navy from April 17 
through April 25, 2013, was to examine the steel hidden behind the interferences to 
find deflected steel not already listed in the planning memorandum.  (Tr. 3/68-69; R4, 
tab 723)  ECR submitted Condition Found Report (CFR) No. 358 to the Navy on 
May 10, 2013.  In it, ECR reported that it “found the following frames, girders, shell 
plate and main deck to be deflected throughout the ship.  –Frames = 278 –Girders = 
267 –Shell plate = 354 –Main deck = 208 –TOTAL = 1107 Behind lagging and 
interferences –Frames =572.”  These numbers total to 1679 square feet of steel.  
ECR then subtracted the government’s Phase III estimate of 870 square feet to arrive 
at 809 square feet of “growth work.”  ECR recommended that the government issue a 
Request for Contract Change (RCC) to “compensate the contractor for labor and 
material above the square footage listed . . . for a total of an additional 809 square feet.  
Schedule impact/delay will be determined upon issu[ance] of RCC.”  The materials 
listed as needed were 4.0 millimeter (mm) plate, 5.1 mm plate, and ¼ inch plate.  
ECR’s cost proposal was $2,960,763.  (R4, tabs 141-48) 
 
11. Following receipt of CFR 358, a Navy team consisting of Teana Smith, the 
Navy’s project manager, John Ludovici, the Navy shipbuilding specialist assigned to the 
structural steel item No. 110-11-001, and Horace Aaron Adams, the naval architect 
assigned to the Navy’s internal engineering team, reviewed the submission against the 
contract specifications.  Mr. Adams calculated the total square footage of steel required to 
be replaced under the 110-11-001 Work Item No. using the NAVSEA drawings, the 
AutoCAD program, and a workbook that he kept as the availability progressed in which 
he had calculated the square footage of each area of steel to be replaced and tracked each 
replacement that was complete.  (Tr. 2/244, 3/25-27, 3/93-94)  Specifically, Mr. Adams 

 
5 
calculated the square footage identified in the planning memorandum 390-211 to be 
2,335, to which he added the 1,679 square feet identified in the Phase III inspection, to 
reach a total of 4,014 square feet of steel to be replaced.  The Navy therefore concluded 
that the 809 square feet of steel identified in the Phase III inspection above and beyond 
the 870 square foot estimate for Phase III was not “growth work” because it fell within 
the overall 5,044 maximum square feet set forth in Work Item No. 110-11-001, leaving a 
1,030 square foot margin remaining.  This conclusion was conveyed to ECR on May 17, 
2013, and followed up by an email from Ms. Smith to ECR on May 21, 2013 which 
contained Mr. Adams’s calculations.  (R4, tabs 141-48, 705; tr. 2/244, 248-50, 3/94) 
 
12. Shortly following Ms. Smith’s May 21, 2013 email, ECR notified the 
Navy that it was running low on steel (tr. 2/30-31; 2/260).  On May 30, 2013, ECR 
ordered additional 4.0 mm and 6.0 mm steel plate from Dent Steel Services in England 
(tr. 2/110-11; R4, tab 141-61).  On June 15, 2013, ECR notified the Navy via CFR 533 
that it had run out of 4.0 mm and 6.0 mm steel plate and that the estimated schedule 
impact, due to the expected delivery date and the need to prepare and fabricate the 
additional steel, was eight weeks (R4, tabs 141-42).  The new steel was delivered to ECR 
approximately nine days later, on June 24, 2013, and after preparation and fabrication 
was ready for use on or about July 5, 2013. (R4, tab 141 at GOV001124; tr. 2/160-62)   
 
13.  On June 27, 2013, ECR provided the Navy with an estimate of the cost of the 
steel shortage, which totaled $504,788, and was based on labor disruption during the 
period of time that ECR was out of 4.0 mm and 6.0 mm steel (R4, tabs 141-64). 
 
14.  On or about June 28, 2013, the Navy unilaterally issued Modification 
No.   P00015 to compensate ECR for the cost of the additional steel and the labor 
required to prepare it for use, including overhead and profit, in the amount of $24,173 
(R4, tabs 141-65).  Ms. Smith, the Navy’s project manager, testified that the purpose of 
the modification was to avoid delay and compensate ECR for the steel it had already 
ordered, and that it did not reflect any agreement on the part of the Navy that the quantity 
of steel originally specified in the contract was insufficient to complete the work (tr. 
2/260-61).  The Navy declined to compensate ECR for claimed delay and disruption and 
also declined to grant a contract extension (R4, tab 141-65 at GOV001724). 
 
15. ECR completed its work satisfactorily and delivered the USS HURRICANE 
on time (R4, tabs 141-81 at GOV001921).  
 
16. On September 10, 2014, ECR submitted a Request for Equitable Adjustment 
(REA) in the amount of $1,709,933 as compensation for the following costs which ECR 
claimed it incurred as a result of running out of steel: 
 

 
6 
                           Direct steel cost            $8,9422 
                Disruption                     $1,261,248 
                           Acceleration                  $68,957 
                Subcontract/rental         $315,311 
 
                Subtotal                         $1,654,458 
 
                           REA Preparation           $55,475 
 
       TOTAL                       $1,709,933 
 
ECR did not claim days of delay in the REA due to the fact that the Navy had granted a 
total of 44 days’ contract extension due to other causes, which ECR considered to be 
concurrent delays.  (R4, tab 141 at GOV001131, GOV001151) 
 
17.  On June 22, 2015, after several requests for a final decision on its claim, ECR 
appealed the deemed denial of its claim to this Board.  Its appeal was docketed as 
ASBCA No. 60036.  (Bd. corr. ltr. dtd. June 22, 2015) 
 
18.  While ASBCA No. 60036 was pending, ECR submitted a Supplemental 
REA dated January 5, 2016 directly to counsel for the Navy with a copy to the 
contracting officer.  ECR’s Supplemental REA requested an additional $1,064,627.82 
for the claimed cost of replacing an additional 809 square feet of steel above and beyond 
the 5,044 square feet of steel replacement specified in the contract.  ECR calculated this 
supplemental amount by multiplying a forward pricing labor rate of $48.72 per hour by 
an estimated average time of 27 hours to replace one square foot of steel to come up with 
a cost of $1315.98 to replace one square foot of steel, which it then multiplied times the 
claimed 809 additional square feet of steel for a total supplemental claim amount of 
$1,064,627.82.  (R4, tab 151 at GOV0179568)3 ECR certified this supplemental claim 
notwithstanding its position that it need not do so since it was merely supplementing the 
previously submitted claim (id. at GOV0179560-61).4 
 
                                              
2 ECR took the position that Modification No. 15 did not fully reimburse it for direct 
steel costs. 
3 These numbers are taken directly from ECR’s supplemental claim.  We note that the 
actual arithmetical product of the stated multipliers differs slightly from that set 
forth in the claim document. 
4 ECR later noticed an appeal involving the supplemental claim to the Board.  This 
appeal was docketed as ASBCA No. 60988.  In its brief, the Navy has 
mentioned potential jurisdictional issues with respect to this appeal (failure to 
submit the claim to a contracting officer for decision), which we need not 
address in light of our disposition of the matter. 

 
7 
19.  The Defense Contract Audit Agency (DCAA) conducted an audit of ECR’s 
overall claim and concluded that ECR had not sufficiently substantiated that the costs it 
claimed were allocable to the HURRICANE contract.  DCAA also noted that while 
ECR’s accounting records showed a loss of $2,538,311 on Work Item No. 110-11-001, 
there was significant profit on other work items and ECR’s overall contract loss was only 
$188,643.  (R4, tab 159 at 17, 18; tr. 4/19) 
 
How much steel did the contract require to be replaced? 
 
20. As summarized above, the structural steel work item (No. 110-11-001) 
provided for up to 5,044 square feet of steel to be replaced.  The only steel identified to 
be replaced under this work item at the time of contract award consisted of 2,335 square 
feet identified in the planning memorandum, plus an estimate of an additional 870 square 
feet following the Phase III inspection, after interferences were removed (3,205 square 
feet total).  (Findings 8, 11)  Thus, the 5,044 square feet in Work Item No. 110-11-001 
included a margin of 1,839 square feet in order to account for the possibility that 
additional damaged steel would need to be replaced (tr. 3/70-72).  The Phase III 
inspection identified an additional 1,679 square feet to be replaced (809 square feet 
more than estimated) which, when added to the 2,335 square feet in the planning 
memorandum, totaled 4,014 square feet of steel to be replaced under this work item 
(finding 11).  A margin of 1,030 square feet still remained under Work Item  
No. 110-11-001 after the Phase III inspection. 
 
21. The specifications contained numerous other work items, many of which 
also required steel replacement.  Work Item No. 110-11-002 required the removal of 
up to 20 square feet of hull plating as well as each longitudinal, frame, stiffener, 
gusset and bracket in the way of and extending 12 inches beyond hull plating 
removals, and replacement with new material (R4, tab 145 at GOV0062601).  Work Item 
No. 123-11-001 required, inter alia, the removal of 200 square feet of deteriorated and 
buckled plating as well as 8 striker plates and replacement with new material (id. 
at GOV0062609).  Work Item No. No. 123-14-002 required the removal and replacement 
with new material of up to 50 linear feet of stiffeners and 10 square feet of plating (id. 
at GOV0062614-62615).   
 
22. Work Item No. 123-16-001 required that the following material be removed 
and replaced with new material as summarized below: 
 
3.2.2—30 square feet of deteriorated plating, including   
each longitudinal, stiffener, gusset and bracket in 
the way of and extending 12 inches beyond plating 
removal 
 
3.2.3—20 linear feet of structural stiffeners  

 
8 
 
3.2.4—15 linear feet of splits, cracks and broken welds  
 
3.2.6—15 square feet of grating panels  
 
3.2.7—10 square feet of welded sheathing  
 
3.2.8—15 square feet of portable sheathing  
 
(R4, tab 145 at GOV0062619-62620)  Work Item No. 123-17-002 required the removal 
and replacement with new material of 60 square feet of deteriorated and buckled plating 
including interfering materials (id. at GOV0062624).  Work Item No. 123-19-002 
required the removal of 10 square feet of buckled or deteriorated plating, including 
interfering materials, and each longitudinal, frame, stiffener, gusset and bracket in the 
way of and extending 12 inches beyond the plating removal, and replacement with new 
material (id. at GOV0062627-62628).   
 
23. Work Item No. No. 123-19-004 required the removal of 10 linear feet of 
buckled or deteriorated T-bar, 40 square feet of plating, and 30 linear feet of damaged 
shell and longitudinal structures, and replacement with new material (R4, tab 145 
at GOV0062632-62633).  Work Item No. No. 163-11-001 required the removal of 
40 square feet of deteriorated plating and its replacement with new material (id. 
at GOV0062644).   
 
24. None of the above work items except No. 110-11-001 specified how much 
new material to buy to accomplish the work item.  Work Item No. 110-11-001 was 
unique in that regard.  It was also quite explicit that the new material to be bought was for 
the accomplishment of that work item: 
 
3.6 Install new material in place of that removed in 3.2 
[section 3.2 of 110-11-001] in accordance with 2.3 and 
2.54 through 2.35 . . . using the following new material:  
 
     TOTAL 
     QUANTITY       NAME 
     REQUIRED       OF PART 
 
16 Sheets           5FT  X  10FT X  5.1 MM plate 
29 Sheets           5FT  X  10FT X  4.6 MM plate 
45 Sheets           5FT  X  10FT X  4.0 MM plate 
7   Sheets           5FT  X  10FT X  6.0 MM plate 
3   Sheets           5FT  X  10FT X  6.35 MM plate 
3   Sheets           5FT  X  10FT X  10 MM plate 

 
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461 LFT            2IN  X  6.1MM Flat Bar 
 
(R4, tab 145 at GOV0062593; emphasis added)   
 
25.  We conclude that the contract called for up to 5,044 square feet of steel plating 
and 461 linear feet of flat bar to be replaced under Work Item No. 110-11-001 and also 
additional square feet of steel plating and linear feet of steel under other work items.  
 
How much steel did ECR replace? 
 
26.  Mr. Daniel Stranigan, who was employed as supervisor of ECR’s engineering 
department and who helped manage its fabrication shop, testified to his calculations of 
the amount of steel that ECR fabricated for installation on the HURRICANE.  In 
preparation for the fabrication of the new steel, Mr. Stranigan reviewed the drawings in 
the contract specifications (in the planning memorandum), ordered any additional 
drawings that he might need, and visited the ship to check the drawings against the actual 
dimensions (tr. 1/99-101).  He then used a “nesting program” to fit the various pieces 
within the dimensions of the steel plates to create a new set of fabrication drawings (or 
“work packages”) for the fabrication shop to use in cutting the replacement steel  
(tr. 1/102-04).   
 
27.  At a point approximately two years before trial, more than a year after the 
availability of the HURRICANE had concluded with its delivery to the Navy, 
Mr. Stranigan was asked by ECR’s owner, Mr. Jorge Rivera, to calculate the original 
square footage of steel designated in the contract for replacement and the growth work 
square footage (tr. 1/154).  He consulted the contract specifications (specifically the 
drawings in the planning memorandum) and his work packages, and concluded in written 
notes that the original square footage designated by the contract “from bow to stern [for] 
all transverse frames and longT girders” was 2,317 square feet and that there had been 
616 square feet of growth work “for all frames and longT girders” for a total of 2,933 
square feet of steel installed.  These numbers do not include “deck repairs and shell 
plating.”  (Tr. 1/154-55; R4, tab 513)  Mr. Stranigan did not keep track of the steel that 
was actually installed on the ship vs. fabricated and did not know if ECR otherwise 
tracked the steel actually installed (tr. 1/153-54). 
 
28. Mr. Adams, the naval architect assigned to the Navy’s engineering team for 
the HURRICANE availability, kept a survey book or workbook in which he kept track of 
what had been cut and replaced on the ship (tr. 3/87; R4, tab 326).  He used the workbook 
primarily for engineering purposes, since the engineering team needed to make decisions 
based on a knowledge of what work was yet to be done, what work was in process, and 
what work had been accomplished at any one point in time (tr. 3/88-89).  The workbook 
contained AutoCAD drawings of each piece slated to be replaced, along with its square 
footage generated by the AutoCAD program (tr. 3/90-91). 

 
10 
 
29.  Mr. Adams used this workbook to help the Navy formulate its response to 
ECR’s CFR 358 in May of 2013 (finding 11; tr. 3/94-95)  For his testimony, he created 
an Excel spreadsheet (R4, tab 640) which recreated his calculations from 2013, and then 
checked his data against quality assurance (QA) tickets for the structural steel Work Item 
No. 110-11-001.  There were four QA tickets generated at the time of contract 
performance for each item that had been fully accomplished, and by checking his 
calculations against the QA tickets he could be sure that each piece he was counting had 
in fact been worked and completed (tr. 3/103).  Using this method, he calculated that 
ECR had replaced 3,682.15 square feet of steel (3307.72 square feet of plate and 374.43 
linear feet of flat bar) in performing Work Item No. 110-11-001 (R4, tab 640). 
 
30. Mr. Stranigan did some calculations of his own annotating Mr. Adams’s 
spreadsheet (tr. 1/142-45; R4, tab 671).  He testified that the total number of square feet 
of steel fabricated by his shop for installation on the HURRICANE was 5109.75, for all 
web frames, main deck, and shell plate, “everything involved” including stiffeners, but 
excluding temporary access openings.  (Tr. 1/145)  Ultimately, ECR contends that it 
replaced a total of 6021.75 square feet of steel on the HURRICANE:  5109.75 square feet 
under Work Item No. 110-11-001, 677 square feet for other work items in the 
specifications, and 235 square feet for temporary access openings. 
 
31. Temporary access openings (TAOs) were cut by the contractor in the hull of 
the ship to help the contractor perform work in a confined area.  The contract provided 
that permission from the Navy was required to cut TAOs, which were to be “re-installed” 
when they had served their purpose.  (Tr. 3/79-82)  The contract did not require that new 
steel be used to replace a TAO, but ECR chose to use 235 square feet of new steel to 
close TAOs.  While ECR included these pieces in their calculation of steel replaced, 
Mr. Adams did not include them because they were not required by the contract and 
instead were a function of how ECR chose to do the work.  (Tr. 3/86-87, 3/103-04) 
 
32. Aside from the TAOs, there is more than one possible explanation for the 
differences between ECR’s numbers and Mr. Adams’s numbers.  The difference may be 
partially explained by the fact that not every piece of steel fabricated by ECR was 
necessarily installed on the ship.  While Mr. Stranigan seemed sure that he had not 
included any pieces that had been “de-scoped,”5 Mr. Adams in his testimony pointed out 
particular pieces included in Mr. Stranigan’s calculations for which he was unable to find 
QA tickets, indicating that the piece had not in fact been replaced (tr. 3/107-09).   
 
33. Another potential explanation lies in the fact that the contract 
specifications, particularly section 3.2 of Work Item No. 110-11-001, required ECR to 
                                              
5 “De-scoped” means the Navy slated the piece as not for repair in the current 
availability (tr. 3/109). 

 
11 
only replace certain designated pieces or those pieces authorized by the “Supervisor.”6  
(R4, tab 145 at GOV0062591)  Mr. Stranigan thought that perhaps Mr. Adams had 
only included steel plate, and not any of the stiffeners, brackets, or similar structural 
pieces which he thought amounted to about 25 to 30 percent more than Mr. Adams’s 
numbers (tr. 1/150).  Mr. Adams testified that he included such structural pieces in his 
numbers only if they were located behind hull plating, since the contract did not 
require the replacement of such pieces in other locations (tr. 3/55-56, 3/115).  For 
instance, the contract did not call for replacement of secondary structure pieces such as 
brackets, collars, gussets, and rider plates, other than those behind hull plating.  (R4, 
tab 145 at GOV0062592, section 3.2.12)  If ECR chose to replace secondary structure 
pieces other than those behind hull plating with new steel without first obtaining 
authorization, those square footages would be included in Mr. Stranigan’s calculations 
but not Mr. Adams’s.   
 
34.  Yet another possible explanation stems from the fact that no matter how 
economically the parts to be fabricated are nested on a plate of steel, there will be steel 
left over after the parts are cut, commonly referred to as “droppage” or “wastage.”  
Mr. Stranigan testified that he prefers to work with 8’x 20’ sheets rather than the 5’ x 10’ 
sheets specified by the Navy, because “those are usually tight nests.  You can fit just 
about any piece in there” whereas with the 5’ x 10’ sheets, “parts are so big that they 
don’t fit . . . so you have to put a lot of butts and seams in it, break it up into little pieces.” 
(Tr. 1/102, 104)  The actual wastage rate ECR experienced on the HURRICANE is not 
clearly established.  In its REA, ECR stated that the normal rate would be on the order of 
20 percent, but that on the HURRICANE it experienced a rate closer to 40 percent 
(R4, tab 141 at GOV001118).  It stated to the contrary in its Proof of Costs supplement 
dated May 10, 2017, that “virtually all droppage of steel plate after cutting was 
consumed.”  (R4, tab 153 at GOV0179580)  Mr. Adams testified that at a meeting with 
ECR in May of 2013, he explained to ECR how he was calculating his square footage 
numbers and was told that their numbers included the area of the steel plate surrounding 
the part that was cut.  Based on that information, he calculated a wastage rate of 
40 percent.  (Tr. 3/110-11)  We do not find the evidence sufficient to make a finding 
regarding ECR’s droppage/wastage rate on the HURRICANE, or whether ECR was 
including steel droppage in its calculations of square feet of steel installed. 
 
35.  Mr. Adams testified to the amount of steel replaced by ECR under Work 
Item No. 110-11-001 based on contemporaneous records—his workbook, and the QA 
tickets that were generated under Work Item No. 110-11-001 as work progressed.  
Mr. Stranigan’s testimony was based on the amount of new steel fabricated by ECR.  
We find Mr. Adams’s testimony more probative of the amount of steel ECR was required 
to and did replace under Work Item No. 110-11-001.  Therefore, we conclude that ECR 
                                              
6 The “Supervisor” as referenced in section 3.2 of 110-11-001 is the Navy 
Mid-Atlantic Regional Maintenance Center, or MARMC (tr. 3/28). 

 
12 
was required to and did replace 3,682.15 square feet of steel in performing Work Item 
No. 110-11-001.  ECR may have replaced more steel than that in practice, but it has not 
established that it was required by the contract to do so. 
 
DISCUSSION 
 
 To receive an equitable adjustment from the government, a contractor must show 
three necessary elements—liability, causation, and resultant injury.  Servidone Const. 
Corp. v. United States, 931 F2d 860,861 (Fed. Cir. 1991), citing Wunderlich Contracting 
Co. v. United States, 351 F.2d 956, 968, 173 Ct. Cl. 180 (1965); Craft Cooling, Inc., 
ASBCA Nos. 52494, 54127, 06-1 BCA ¶ 33,268 at 164,875. 
 
Contentions of the Parties 
 
ECR contends that:  (1) the contract specified a quantity of steel to be purchased 
which was insufficient for the work required by the contract; (2) the need to order more 
steel caused ECR to incur the unanticipated costs of procuring additional steel, disrupted 
ECR’s work, and required acceleration to meet the contract schedule; and (3) ECR was 
required to replace 809 more square feet of steel than specified in the contract and is 
entitled to the cost of that additional work.  ECR takes the position that the Navy has 
already conceded entitlement on the first issue by issuing Modification No. P00015 to 
compensate it for the additional steel it ordered.  (App. reply br. at 1-3)  On the third 
issue, ECR relies on purported Navy admissions that the claimed 809 square feet of steel 
was “additional growth work,” and adds that Mr. Adams’s testimony that he did not 
include in his calculations certain steel pieces means that the Navy has presented no 
credible evidence that the 809 square feet fell within the 5,044 allowed by the contract 
(app. reply br. at 9). 
 
The Navy contends that the “additional 809 square feet of steel” was not “growth 
work” but fell within the ample margin provided by the 5,044 square feet of replacement 
specified in Work Item No. 110-11-001 (gov’t br. at 3-5).  When the additional 1,679 
square feet identified for replacement as a result of the Phase III inspection is added to 
the 2,335 square feet identified for replacement in the planning memorandum, the total is 
still only 4,014 square feet—1,030 square feet short of the maximum 5,044 (id. at 4).  
Thus, the Navy concludes that the steel specified to be bought by the contract (5150 
square feet) was sufficient for the required work. 
 
In its reply brief, ECR points to the Navy’s changing estimates of the amount of 
steel to be replaced during the solicitation process to argue that the 5,044 square feet 
contained in Work Item No. 110-11-001 was too low an estimate and that the Navy’s 
evidence of the actual square footage replaced is unreliable.  (App. reply br. at 5-9)  ECR 
repeats its argument that the amount of steel specified in Work Item No. 110-11-001 was 
inadequate for the amount of steel that had to be replaced.  ECR further argues that the 

 
13 
Navy, in questions and answers during the solicitation period, directed that the steel 
procured under Work Item No. 110-11-001 was to be used for all steel repair items, 
requiring ECR to use the steel specified to be bought under Work Item No. 110-11-001 
(5150 square feet of plate and 461 linear feet of flat bar) for all work items, exacerbating 
the steel shortage under the contract.  (Id. at 14-16) 
 
The Navy in its reply brief reiterates that the 809 square feet ECR claims as 
additional work was well within the Navy’s estimate and the amount of square feet 
provided for in the contract as awarded (gov’t reply br. at 1-5).  The Navy also asserts 
that ECR used more steel than required by the contract by replacing pieces without 
obtaining authorization, has failed to prove that it used the steel bought under Work 
Item No. 110-11-001 for other work items, and intentionally underbid the contract 
(id. at 9-11).   
 
Did ECR in fact experience a shortage of steel caused by the Navy? 
 
 There is some disagreement among the parties as to whether there was a steel 
shortage, but it seems clear that ECR began running out of steel plate relatively early in 
the availability due to some cause, or it would not have taken the initiative to order more.  
The more pertinent question, in our view, is whether ECR has shown that the steel 
shortage was the fault of the Navy. 
 
In addressing this latter question, we turn first to ECR’s contention that the 
steel specified to be bought under Work Item No. 110-11-001 was inadequate due in 
part to the alleged Navy direction to use that steel for all other work items as well.  
ECR relies for this proposition on the Navy’s answers to bidders questions contained 
in Amendment 12 to the solicitation, which are reproduced above in finding 7.  ECR 
states that, as a result of the Navy’s answer, it removed all steel material and labor 
hours from other work items and included them under Work Item No. 110-11-001 
when it submitted its bid (tr. 1/65-66; tr. 5/11).  ECR’s William Wren, Director of 
Shipbuilding Operations, testified in its rebuttal case to the fact that ECR did, in fact, 
pull all steel work (both labor and materials) out of the other work items and place 
the work in Work Item No. 110-11-001.  As part of his testimony, ECR produced 
“demonstrative exhibits” that Mr. Wren had printed off his computer the day before by 
accessing ECR’s management system (tr. 5/33-34).  The Navy objected to the exhibits 
on the ground that it had requested but had not received the records in discovery.  The 
Board allowed Mr. Wren’s testimony but later, after briefing by the parties and with 
their consent, excluded the exhibits from the record.  (Bd. corr. Order dtd. September 8, 
2017)   
 
The Navy responds that ECR has presented no contemporaneous evidence that 
would support its assertion that it moved all steel material and labor to the structural 
steel work item and states that, to the contrary, ECR separately priced and was paid 

 
14 
separately for the other work items involving steel replacement.  The Navy also states 
it was not informed that ECR utilized steel bought under Work Item No. 110-11-001 
for other work items until ECR filed its Proof of Cost Supplement II two months 
before trial.  (Gov’t reply br. at 46-47; response to appellant’s proposed findings of 
fact (AFF) 88) 
 
The relevant question, we think, is whether the Navy either directed ECR to 
do all the steel replacement work in the contract with the 5150 square feet of plate 
and 461 linear feet of flat bar that was specified for purchase under Work Item 
No. 110-11-001, or represented to ECR that the steel bought under Work Item 
No. 110-11-001 was sufficient to do all the steel work under the contract, as ECR 
alleges (app. reply br. at 14-16).   
 
We conclude that the Navy did neither.  We start with the plain language of the 
contract regarding the steel specified for purchase in Work Item No. 110-11-001.  As 
noted in finding 24, section 3.6 of Work Item No. 110-11-001 expressly stated that the 
contractor was to replace the steel required to be removed in section 3.2 of that same 
work item with the specified new material.  In other words, the new material specified 
for purchase in section 3.6 of the structural steel work item was to be used to perform 
the steel replacements specified in section 3.2 of that same work item, up to 5,044 
square feet.  There is no mention of using that steel for any other work item.  
Meanwhile, many other work items also called for replacement of damaged steel plate 
with new material in much smaller amounts than the structural steel item, but did not 
specify the new material to be bought, leaving that decision to the judgment of the 
contractor.  (Findings 21-23) 
 
We do not find that Mr. Wren’s testimony or the questions and answers in 
Amendment 12 to the solicitation alter our conclusion in any way.  What ECR 
apparently fails to take into account is that at the time the question was submitted 
(July 11, 2012) Work Item No. 110-11-001 called for the replacement of up to 33,172 
square feet of steel (finding 6).  At the time the Navy issued its answer in Amendment 
12, Work Item No. 110-11-001 as changed by Amendment 10, Errata 10, (and prior to 
its final revision in Errata 27) called for the replacement of up to 10,749 square feet of 
steel (excluding flat bar), using the following new material: 
 
37 Sheets  5FT  X  10FT  X   5.1 MM plate 
55 Sheets  5FT  X  10FT  X   4.6 MM plate 
84 Sheets  5FT  X  10FT  X   4.0 MM plate 
33 Sheets  5FT  X  10FT  X   6.0 MM plate 
6 Sheets    5FT  X  10FT  X   6.35 MM plate 
2 Sheets    5FT  X  10FT  X  10 MM plate 
 

 
15 
(R4, tab 855 at GOV0181490)  Thus, at the time Amendment 12 was issued, Work 
Item No. 110-11-001 called for the purchase of a total of 10,850 square feet of steel 
plate.  It may be that the Navy thought that 10,850 square feet of steel plate would 
provide enough of a margin to be able to use the steel for Hull/Tank/void repairs as 
well.  But we cannot accept ECR’s invitation to stretch this question and answer into 
either a Navy representation that 5150 square feet of steel plate bought pursuant to the 
final version of Work Item No. 110-11-001 was sufficient for all steel replacement 
under the contract, or a direction to use that steel for all steel work required by the 
contract. 
 
 Even if we accept that ECR moved all the steel work into Work Item No. 110-11-001 
(a finding which we do not make), we do not agree that this action was required by the 
contract or directed by the Navy.  Indeed, given the fact that ECR was an experienced 
contractor (finding 2), we have difficulty reconciling its position in this appeal, that 
5150 square feet of plate was insufficient to replace 5,044 square feet of steel under Work 
Item No. 110-11-001, with its representation that it believed the Navy had directed that all 
contract steel replacement be done with the 5150 square feet of steel plate purchased under 
Work Item No. 110-11-001.  At the very least, a prudent contractor in ECR’s position would 
have sought clarification if it believed this was the Navy’s intent, but there is no evidence 
that ECR did so. 
 
 We conclude that the steel bought under Work Item No. 110-11-001 was meant 
to be used for replacement of damaged steel only under that work item, not other work 
items.  Thus, the question is whether ECR has otherwise proven that the Navy is at 
fault for any steel shortage experienced by ECR.  ECR complains that the 5150 square 
feet of steel specified to be bought under Work Item No. 110-11-001 was insufficient 
to accomplish the work required by this work item.  While ECR has offered proof of 
the amount of steel it fabricated for the contract, it did not keep track of the amount of 
steel actually installed on the HURRICANE.  And while ECR asserts that the Navy’s 
calculations fail to take into account many pieces that were fabricated and installed by 
ECR, to include new steel for TAOs and support pieces such as stiffeners and brackets, 
ECR has not established that those uses (other than for support pieces located behind 
hull plating) were authorized by the Navy or otherwise required by the contract.  Thus, 
ECR has not met its burden to show that the Navy specified an insufficient amount of 
steel to be bought under Work Item No. 110-11-001. 
 
Was there 809 square feet of “growth work”? 
 
 With respect to the alleged 809 square feet of “growth work,” ECR has not offered 
any evidence that the Phase III inspection identified any amount of damaged steel for 
replacement in excess of the 5,044 already allowed for in Work Item No. 110-11-001.  
Instead, it contents itself with arguing that the Navy “admitted” that the 809 square feet 
was “additional growth,” which the Navy most assuredly has not, and attacking the 

 
16 
sufficiency of the Navy’s evidence that the 809 square feet was included within Work 
Item No. 110-11-001’s 5,044 square feet.  (App. br. at 9)  Even if one considers the 
testimony of ECR’s witnesses that ECR replaced a total of 6,021.75 square feet of steel 
performing the contract, that total includes all the work items, not just Work Item  
No. 110-11-001, as well as some pieces that were either de-scoped or that were not 
authorized or designated to be replaced.  Therefore, it is of little probative value on the 
issue of whether there was growth work in excess of 5,044 square feet on Work Item No. 
110-11-001.  We conclude that ECR’s asserted “growth work” was included within the 
5,044 square foot maximum of Work Item No. 110-11-001, still leaving a margin of 
1,030 square feet (finding 20).  
 
 We do not address all of the parties’ arguments herein, but we have considered 
them in rendering our decision.  ECR’s two motions for partial summary judgment 
dated July 8, 2016, that were deferred until after the hearing are hereby dismissed as 
moot.  
 
CONCLUSION 
 ECR has failed to meet its burden of proof on entitlement.  The appeals are 
denied. 
 
 Dated:  April 15, 2020 
 
LYNDA T. OSULLIVAN 
Administrative Judge 
Armed Services Board 
of Contract Appeals 
 
I concur 
 
 
 
 
 I concur 
 
 
 
RICHARD SHACKLEFORD 
Administrative Judge 
Acting Chairman 
Armed Services Board 
of Contract Appeals 
 OWEN WILSON 
Administrative Judge 
Vice Chairman 
Armed Services Board 
of Contract Appeals 


 
17 
 
 
 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. 60036, 60988, Appeals of 
East Coast Repair & Fabrication, LLC, rendered in conformance with the Board’s 
Charter. 
 
 Dated:  April 15, 2020 
 
 
        
PAULLA K. GATES-LEWIS 
Recorder, Armed Services 
Board of Contract Appeals