The general rule governing appeals is applicable to appeal from
the Court of Claims.
A judgment is not generally treated as final until a motion for
new trial or rehearing, which has been entertained by the court,
has been disposed of; in such a case, the time for appeal runs from
the date of such disposition.
Kingman v. Western Manufacturing
Co., 170 U. S. 675.
When there is an irreconcilable conflict between essential
provisions of a contract for building and the specifications, and
the latter cannot be ignored, the contract is void for uncertainty,
and unenforceable.
Where a bid has been accepted for government work after the
advertisement necessary to give it validity, and the final contract
contains specifications materially lessening the work and at
variance with the terms of the contract as advertised, the
contractor cannot recover damages because the government abrogates
the contract;
Page 223 U. S. 525
if the specifications are not binding on the government, the
contractor has no basis for recovery, and if they are binding, the
contract varies from the one advertised for, and has no validity,
and so
held as to a bid for barge for the Panama Canal
Commission.
44 Ct.Cl. 127 and 45 Ct.Cl. 469, reversed.
The facts, which involve the construction of a contract for
dredges for the Panama Canal and the liability of the United States
for damages for abrogation of the same, are stated in the
opinion.
Page 223 U. S. 531
MR. CHIEF JUSTICE WHITE delivered the opinion of the Court.
Whether or not the United States is responsible in damages
because of a refusal to permit the carrying out of an alleged
contract made with a copartnership, the Ellicott Machine Company,
who are appellees, for the construction for the Isthmian Canal
Company of six steel dump barges is the issue here required to be
decided. From a judgment for $10,000 entered in the Court of Claims
in favor of the Ellicott Machine Company because of the refusal
referred to, the United States took this appeal.
It will conduce to a clear understanding of the controversy to
fully summarize the facts found below, and we proceed to do so.
After two unsuccessful attempts to procure satisfactory
proposals for the construction and delivery of the six steel dump
barges, the Isthmian Canal Commission, by advertisement and
specifications dated May 29, 1906, invited the proposals which
culminated in the making of the alleged contract. One of the
clauses of the advertisement reads as follows:
"Preliminary inspection will be made at the point of manufacture
or purchase to determine whether the material meets the
requirements set forth in the specifications, and final inspection
will be made at the point of delivery as above."
"
* * * *"
In the specifications, among other things, it was recited as
follows:
"The following specifications and requirements are general only
as indicating the class of construction desired. "
Page 223 U. S. 532
"Barges of heavy construction for rough service, built in
accordance with best modern marine practice, are desired."
"Bidders will be required to submit with their proposals plans
in sufficient detail to show the proposed size of members and
details of construction."
"
* * * *"
"The breadth of the barges should not be less than 25 feet nor
more than 32 feet. They should have sufficient depth and length to
carry a full load of sand on a draft of not more than 8 feet, and
with not less than 30' freeboard when loaded. They will be
rectangular in plan, with rake at each end about 11' long. . .
."
As shown by an excerpt in the margin,
* the weight
and
Page 223 U. S. 533
dimensions of the structural materials were prescribed with much
detail under the head of "Framing." In reply to this advertisement,
appellee submitted a proposal to construct the desired barges,
"subject to specifications of circular 310-C, with such
modifications as are here shown on drawing No. 2105, dated June 7,
submitted herewith." The plan referred to, as so submitted, showed
the outline of a barge 101 feet 4 inches long, 30 feet wide, and 10
feet 6 inches in height, and a note on it read as follows:
"Capacity of bins -- 350 cu. yards. Maximum loaded draft when
carrying 350 cu. yds. of material weighing 3240 lbs. per cu. yard,
not to exceed 8'0'."
After examination of the bids by F. B. Maltby, Division Engineer
on the Canal Zone, that official returned the bids to the general
purchasing officer of the Commission
Page 223 U. S. 534
in Washington, accompanied by a letter dated June 26, 1906.
Therein, among other things, Mr. Maltby said:
"It is noted that the drawing submitted by the Ellicott Machine
Works does not show any detail, as required by the specifications.
It is assumed, however (and we should insist on it), that the
framing will be in strict accordance with our specifications."
A sketch was enclosed "showing the desired arrangement of the
hinges on the hopper doors and the method of securing timber lining
to hoppers," and various suggestions were made explanatory of the
details shown on this sketch. Thereupon D. W. Ross, purchasing
officer, prepared and transmitted to the Ellicott firm a draft of
contract for the construction and delivery of the barges, but it
was returned with the suggestion that article 1 thereof be
rewritten so as to provide for the construction of
"six steel dump barges in accordance with specifications
contained in circular No. 310-C of the Isthmian Canal Commission,
dated May 29, 1906, with such modifications as are shown on drawing
No. 2105, dated June 7, 1906, and subject to such amendments as to
details of hinges, hoisting gear, and method of securing timber
lining to hoppers as are described by letter of F. B. Maltby,
Division Engineer, dated June 26, 1906, with the accompanying
sketch, a copy of which specifications, drawing, letter, and sketch
are attached herewith and form part of this contract."
In the letter returning said draft of contract, it was stated
that
"our drawing No. 2105 was not intended to show working details,
but solely to limit the conditions of displacements, load, and
draft. As long as these are maintained, we shall be pleased to
follow such reasonable design of working details in arrangement and
distribution of material as Mr. Maltby or his inspector may
require."
Claimant also, at the request of said Ross, addressed
Page 223 U. S. 535
a letter, dated July 27, 1906, to Maltby, in which it
submitted
"print #2105 revised July 27, specifying details as called for
in your letter of June 26, 1906, of hinges, hoisting gear, and
method of securing timber lining to hoppers."
In said letter, this statement also was made:
"We have also inserted on the drawing a schedule of
displacement, load, and draft, showing a total net weight for the
barge of 260,000 pounds. You will note that this corresponds with
the note shown on print originally submitted with bid, and this
weight may be distributed in any way your representative may
desire."
The alleged contract, the subject of this controversy, was then
executed, F. P. Shonts, Chairman of the Commission, signing for the
party of the first part. Following a recital that
"the Isthmian Canal Commission, for and on behalf of the United
States of America, and the said Ellicott Machine Company, had
covenanted and agreed, to and with each other, as follows."
The first article of the contract was inserted, reading as
follows:
"Article 1. That the said Ellicott Machine Company shall
construct, erect, and deliver to the Isthmian Canal Commission at
Baltimore, Maryland, six (6) steel dump barges in accordance with
specifications contained in circular 310-C of the Isthmian Canal
Commission, dated May 29th, 1906, with such modifications as are
shown on drawing No. 2105, dated June 7th, 1906, and revised July
27th, 1906, outlined in letter of Ellicott Machine Company dated
July 27th, 1906, and subject to such amendments as to details of
hinges, hoisting gear, and method of securing timber lining to
hoppers as are described by letter of F. B. Maltby, Division
Engineer, dated June 26th, 1906, with accompanying sketch, copy of
which specifications, drawing, letters, and sketch are attached
hereto and form a part of this contract."
It was provided in article 3 as follows:
Page 223 U. S. 536
"Article 3. That the party of the first part, by its duly
authorized agent, shall have the right to inspect at any time
during the process of construction of these barges any and all
material and workmanship used or to be used in said construction,
and such inspection of said barges, and of the material used or to
be used in the construction thereof, and of the workmanship
thereon, may be made by the party of the first part or its duly
authorized agent at any place where said materials may be found and
at the place of construction of said barges. In addition to the
above, when said barges, or either of them, are pronounced by the
party of the second part to be completed and ready for final
inspection, such inspection may be made by the party of the first
part, by its duly authorized agent at the place or places where
such barges, or either of them, have been constructed, such
inspection being for the purpose of determining whether the same,
or either of them, meet the requirements set forth in the letters,
specifications, and blueprint mentioned in article 1 hereof, and
all of said inspections, whether preliminary or final, the party of
the first part, by its duly authorized agent, shall have the right
to reject any and all material used or to be used in the
construction of said barges or either of them, or in the
workmanship thereon, when, in the judgment of the party of the
first part, by its duly authorized agent, the same or any part
thereof does not conform to the requirements above mentioned."
In article 8, among other things, it was provided as
follows:
"The barges herein contracted for shall be completed in
accordance with the specifications, letter, and blue print annexed
hereto and made a part hereof. . . ."
By article 9, it was agreed that payment would be made of the
stipulated price for the six barges "upon their construction and
delivery in accordance with the terms of this contract and the
papers attached hereto."
Page 223 U. S. 537
It was provided in the last article of the contract as
follows:
"Article 12. If at any time during the prosecution of this work,
it shall be found advantageous or necessary to make any change or
modification in said barges, or either of them, and this change or
modification should involve such alteration in the specifications
as to character, quantity, and quality, whether of labor or
material, as would either increase or diminish the cost of the
work, then such change or modification must be agreed upon in
writing by the contracting parties, the agreement setting forth
fully the reasons for such change and giving clearly the quantities
and prices both of material and labor thus substituted for those
specified in the original contract, and before taking effect must
be approved by the chairman of the Isthmian Canal Commission:
Provided, that no payment shall be made unless such supplemental or
modified agreement was signed and approved before the obligations
arising from such modification were incurred."
Two days after the execution of the contract, claimants
presented to the government inspector of dredges a list of
materials intended to be used by them in the construction of said
barges, but upon examination of said list it was found by said
inspector of dredges that the dredges which the claimants proposed
to construct were different from those described in circular letter
and specifications 310-C, set forth in the petition, the principal
component parts or members being reduced in weight, size, and power
of resistance, and thereupon the same was disapproved by the
officers of the government. Demand was thereupon made that the
claimants should adhere to the original specifications, which they
refused to do, and, as a result, the United States abrogated the
contract.
Soon afterwards, this suit was commenced. By the petition,
judgment for $30,000 was demanded
Page 223 U. S. 538
as the
"gains and profits which claimants would have made had they
constructed the barges in accordance with the contract, as the
terms of that instrument were construed by the contracting
firm."
The Court of Claims, as already stated, gave judgment against
the United States for the sum of $10,000. There is no statement in
the findings as to the loss sustained by the claimants. Evidently,
however, the conclusion to award the sum stated was based upon the
hypothesis mentioned in the closing paragraph of the opinion of the
court below, reading as follows:
"In consideration of all of the facts in the case, and in view
of the difference between the cost of doing certain work and what
claimants were to receive for it, making reasonable deduction of
the less time engaged and release from the care, cost, risk, and
responsibility attending a full execution of the contract, the
court decides that claimants are entitled to recover as profits the
sum of $10,000, and accordingly judgment against the defendants for
said amount is hereby ordered."
A motion to dismiss the appeal first requires attention. The
facts are as follows:
The judgment against the United States was entered on May 18,
1908. Eighty-four days afterwards, on August 10, 1908, defendant
filed a motion for a new trial. This motion was argued and
submitted on November 23, 1908, and was overruled on January 4,
1909, in the term which began on December 7, 1908. Seventeen days
afterwards, on January 21, 1909, the United States filed a motion
to amend the findings of fact; on February 8, 1909, the motion was
argued and submitted, and on February 15, 1909, the motion was
overruled in part and allowed in part. Ten days afterwards, on
February 25, 1909, the United States made application for and gave
notice of an appeal "from the judgment rendered in the
above-entitled cause on the fourth day of January, 1909."
Page 223 U. S. 539
The grounds for the motion to dismiss are these: (
a)
that the appeal was not taken within ninety days after judgment
(Rev.Stat. § 708), and (
b) that the appeal prayed for
and allowed was not from the judgment of January 4, 1909, "but was
merely from the order overruling the motion for a new trial."
The motion is without merit. The general rule governing the
subject of prosecuting error or taking appeals from final judgments
or decrees is, we think, applicable to judgments or decrees of the
Court of Claims, and that rule treats a judgment or decree properly
entered in the cause as not final for the purposes of appeal until
a motion for a new trial or a petition for rehearing, as the case
may be, when entertained by the court, has been disposed of, and
the time for appeal begins to run from the date of such
disposition.
Kingman v. Western Manufacturing Company,
170 U. S. 675,
170 U. S.
680-681. It is, we think, also manifest that the appeal
was taken upon the hypothesis just stated, that the judgment
entered did not become a final judgment for the purposes of appeal
until the motion for a new trial had been disposed of.
Texas
& Pacific Railway Company v. Murphy, 111 U.
S. 488.
Coming to the merits. The claimant in effect reiterates in the
argument at bar the position taken by the court below in the
opinions by it rendered, reported in 45 Ct.Cl. 469 and 44 Ct.Cl.
127. We shall therefore dispose of the case by reviewing the
opinions of the court below.
In the opinion delivered upon the original hearing, it was
observed that
"the litigation in this case resulted from what seems to have
been an apparent misunderstanding by the agents of the defendants
as to certain changes in the terms of an original advertisement for
bids for the construction of the said six steel dump barges of a
specified size, strength, and weight,"
etc. It was, however, held that the contract was clear and
unambiguous in terms, and that the evidence
"revealed a degree of negligence
Page 223 U. S. 540
on the part of the agents of the defendants from which they
could not be allowed to extricate themselves by the abrogation of a
duly executed contract in order to shift from themselves
responsibility."
The claimants, it was said, in their second bid, made part of
the contract, had in detail specifically set forth the strength,
weight, and measurement of the barges, and that
"the only difference in the barges which the claimant proposed
in its contract to construct under its bid was a difference in
weight of framing and plates from those contained in the
advertisement of the defendant's circular No. 310-C."
The claimants, however, it was further observed, had called the
attention of the defendant to the great difference between its then
bid and the prior bid, and before the execution of the contract had
noted on the blueprint submitted by them and attached to the
contract "the net weight of the barges," and stated that "this
weight was to be distributed in such manner as the defendants might
instruct." The printed specifications, it was held, although made
part of the contract, could not govern, since the letter of
claimants of July 27 and the blueprint would have to be entirely
ignored. It was also said that the materials proposed to be used by
the claimants in the construction of the barges, although "reduced
in weight, size, and power of resistance" from those prescribed by
the specifications, did not constitute
"a substitution of different strength and material for those
provided in the specifications of the defendant as to the manner of
constructing the barges,"
but was "rather a modification thereof."
We have, however, reached the conclusion, as well from the fact
that the specifications were expressly made part of the contract as
from various provisions of the contract which we have excerpted,
that it cannot in reason be held that the specifications must be
ignored, and as they cannot therefore be treated as having been
abrogated,
Page 223 U. S. 541
it inevitably follows that the alleged contract should have been
held void for uncertainty.
It is, we think, in reason, impossible to construe the
"modifications" referred to in the first article of the contract as
having relation to the dimensions, etc., of the material so
specifically described in the portions of the specifications
embraced under the heading "Framing," since, in that event, a clear
inconsistency would arise between the terms of that article and the
terms of the specifications, also constituting part of the
contract. And although this conclusion is, we think, so certain as
to require no additional demonstration than the mere consideration
of the terms of the two provisions, its conclusiveness is an
addition convincingly shown by an analysis of the contract as a
whole. The provision of article 3 in regard to the right of the
government at any time during the progress of the work on the
barges to inspect all the material furnished clearly imports that
the contract had precisely settled the character of such material.
So also does the provision in the same article in regard to final
inspection, wherein it is provided:
"Such inspection being for the purpose of determining whether
the same, or either of them, meet the requirements set forth in the
letters, specifications, and blueprints mentioned in article 1
hereof, and all of said inspections, whether preliminary or final,
the party of the first part, by its duly authorized agent, shall
have the right to reject any and all material used or to be used in
the construction of said barges, or either of them, or in the
workmanship thereon, when, in the judgment of the party of the
first part, by its duly authorized agent, the same or any part
thereof does not conform to the requirements above mentioned."
Again, prominence is given in article 8 to the fact that, in the
construction of the barges, the specifications are to be given
effect, the provision being that
"the barges herein contracted for shall be completed in
accordance with the specifications,
Page 223 U. S. 542
letter, and blueprint annexed hereto and made a part hereof. . .
."
So also, in article 9, payment is to be made only when the
barges have been constructed and delivered "in accordance with the
terms of this contract and the papers attached hereto," of which
papers the specifications formed a part. Article 12 also clearly
negates the conception that it could have been intended by the
parties that material parts of the specifications should be treated
as not forming a portion of the contract, although declared, by its
terms, to be a part thereof, since the binding efficacy of the
specifications as to material is therein emphasized. The article in
substance provided that no change or modification
"involving an alteration in the specifications as to character,
quantity, and quality, whether of labor or material, as would
either increase or diminish the cost of the work"
should be made unless
"agreed upon in writing by the contracting parties, the
agreement setting forth fully the reasons for such change, and
giving clearly the quantities and price both of material and labor
thus substituted for those specified in the original contract,"
etc. Manifestly, this article was drawn upon the conception not
that the contract did not, but that it did specifically, provide as
to what material should be furnished for the work, and no other
source could be resorted to for light as to the material contracted
to be supplied than the specifications which it is now urged ought
by construction to be removed from the contract.
Thus, viewing the contract as a whole and determining that the
specifications, so far as the "framing" schedule is concerned,
should have been treated as unaffected by the provisions of article
1, it is evident that there was a conflict so irreconcilable
between essential provisions of the assumed contract as to render
it impossible to enforce it as an agreement between the parties.
This result of the absolutely antagonistic and destructive
character of essential provisions of the contract, one upon the
other, can
Page 223 U. S. 543
only be escaped by indulging in one of two hypotheses -- either
that the terms of the advertisement and specifications as
incorporated in the assumed contract overshadowed and virtually
destroyed the proposals resulting from the bid of the claimant,
which also was incorporated in the contract, or, conversely, that
the proposals which the bid embraced had the effect of setting at
naught the provisions of the specifications. But if the first
assumption were indulged in, it would clearly result that there was
no right to recover, since that right is based upon the theory that
the specifications are not binding, and need not be complied with,
and if the second were indulged, the same result would follow,
since it would then come to pass that the contract was so
unresponsive to and destructive of the advertised proposals as to
nullify them, and therefore cause it to result that the contract
was one made without the competitive bidding which was necessary to
give it validity.
Under the circumstances, therefore, the court erred in treating
the contract as a valid agreement and in awarding judgment against
the United States.
Judgment reversed.
*
"
FRAMING"
"Floor beams forward and aft of the hoppers and in the rake
should not be less than 10' deep, and extended in one piece to the
turn of the bilges. They will be spaced 24' center to center.
Frames to be not less than 3 1/2' x 5 3/8,' angles overlapping the
floors not less than 18', and connected with them and to floor
beams with proper gusset plates. Bilges to be of as short radius as
it is practicable to bend the angles and plates."
"In addition to the transverse bulkheads mentioned above, there
will be a water-tight bulkhead at each end of each rake."
"Transverse water-tight bulkheads will be made of 10.2-pound
plate with double riveted lap joints, stiffened with vertical angle
bars 3' x 3' x 5 1/6,' spaced 2' apart, except that the plates
forming the ends of the hoppers will be of 21-pound plate,
stiffened with 4' x 4' x 3/8' angle bars, spaced 2' apart."
"In the space forward and aft of the hoppers, there should be a
central longitudinal bulkhead of 10.2-pound plate, fastened at the
top of the floor beams and deck beams by 4' x 4' x 3/8' angle; it
will be stiffened by vertical 3' x 3' x 5 1/16' angles, spaced 2'
apart. This bulkhead should extend from the hoppers to each end of
the barges."
"In addition to this bulkhead, there will be 2 longitudinal
lattice trusses, one on each side, midway from the center bulkhead
to the side of the hull. They will have top and bottom cord of 3' x
3' x 5/16' angles, riveted to each floor and deck beam, lattice
bars to be 3' x 3' x 5/16' angles made in double panels, and joined
top and bottom with proper gusset plates with not less than 3
rivets in each landing. These trusses will extend from the hoppers
to the rake."
"In the rake, there should be a 3' x 3' x 3/8' angle stanchion
secured to each deck beam and floor timber on line with the said
trusses."
"Deck beams to be of 5' x 3/8' Z bars spaced one to each frame,
each beam to be attached to its frame by 5/16' gusset."
"Gunwales to be not less than 4 1/2' x 4 1/2' x 7/16' angle
running inside the side plating and below the deck."
"The hull plating should be 21-pound on the bottom; bilges
should be 21 pounds; the side plating may be of 18-pound plate and
in no more than 2 streaks."
"The deck should have a checkered stringer streak on each side
30' wide and about 7/16' thick; remaining deck may be of 15-pound
plating."
"All plating to be worked 'in' and 'out' on longitudinal
streaks, longitudinal laps to be double riveted. All girth seams to
be double riveted to butt straps."
"There should be a nosing or fender streak of 8' x 8' yellow
pine supported by 4' x 4' x 3/8' angles top and bottom. This nosing
should extend entirely about the barge. On each side of the full
length there should be a second fender streak of the same section
about 3' below the deck."