S agreed, for a lump sum, to build a dry-dock in a Navy Yard in
accordance with plans and specifications prepared by the government
and which provided,
inter alia, for reconstructing a sewer
which intersected the site, and prescribed the new location,
dimensions, and materials therefor. S rebuilt the sewer as so
required, and it was accepted by the government, but owing to a
dam, unknown to both parties, existing in a connecting sewer,
within the Yard but beyond the limits of the operations, and to
general conditions of drainage, known to the government but not to
S, back waters burst the new sewer, during heavy rain and high
tide, and flooded the dry-dock excavation, causing damage and
menacing the work. S, having declined to proceed unless the
government paid or assumed the damage and made safe the sewer
system or assumed responsibility for future damage due to
insufficient capacity, location, and design, the government
annulled the contract.
Held:
(1) The provision for reconstructing the sewer was part of the
dry-dock contract, and not collateral to it. P.
248 U. S.
136.
(2) The articles prescribing the character, dimensions, and
location of the sewer imported a warranty that, if so constructed,
the sewer would prove adequate. P.
248 U. S.
137.
(3) Such warranty was not overcome by general clauses requiring
the contractor to examine the site, check up the plans, and assume
responsibility for the work until completion and acceptance.
Id.
(4) Neither Rev.Stats. § 3744, providing that contracts
with the Navy Department shall be reduced to writing, nor the parol
evidence rule precluded reliance on such warranty, implied by law.
Id.
(5) The contractor, upon breach of the warranty, was not obliged
to reconstruct the sewer and proceed at his peril, but, upon the
government's repudiation of responsibility, was justified in
refusing to resume work on the dry-dock. P.
248 U. S.
138.
(6) Having annulled the contract, the government was liable for
all damages resulting from the breach, including the contractor's
proper
Page 248 U. S. 133
expenditure on the work (less receipts from the government) and
the profit he would have earned if allowed fully to perform.
Id.
51 Ct.Clms. 155 affirmed.
The case is stated in the opinion.
MR. JUSTICE BRANDEIS delivered the opinion of the Court.
Spearin brought this suit in the Court of Claims demanding a
balance alleged to be due for work done under a contract to
construct a dry dock and also damages for its annulment. Judgment
was entered for him in the sum of $141,180.86 (51 Ct.Clms. 155),
and both parties appealed to this Court. The government contends
that Spearin is entitled to recover only $7,907.98. Spearin claims
the additional sum of $63,658.70.
First. The decision to be made on the government's
appeal depends upon whether or not it was entitled to annul the
contract. The facts essential to a determination of the question
are these:
Spearin contracted to build for $757,800 a dry dock at the
Brooklyn Navy Yard in accordance with plans and specifications
which had been prepared by the government. The site selected by it
was intersected by a 6-foot brick sewer, and it was necessary to
divert and relocate a section thereof before the work of
constructing the dry dock could begin. The plans and specifications
provided that the contractor should do the work and prescribed the
dimensions, material, and location of the section to be
Page 248 U. S. 134
substituted. All the prescribed requirements were fully complied
with by Spearin, and the substituted section was accepted by the
government as satisfactory. It was located about 37 to 50 feet from
the proposed excavation for the dry dock, but a large part of the
new section was within the area set aside as space within which the
contractor's operations were to be carried on. Both before and
after the diversion of the 6-foot sewer, it connected, within the
Navy Yard but outside the space reserved for work on the dry dock,
with a 7-foot sewer which emptied into Wallabout Basin.
About a year after this relocation of the 6-foot sewer, there
occurred a sudden and heavy downpour of rain coincident with a high
tide. This forced the water up the sewer for a considerable
distance to a depth of 2 feet or more. Internal pressure broke the
6-foot sewer as so relocated at several places, and the excavation
of the dry dock was flooded. Upon investigation, it was discovered
that there was a dam from 5 to 5 1/2 feet high in the 7-foot sewer,
and that dam, by diverting to the 6-foot sewer the greater part of
the water, had caused the internal pressure which broke it. Both
sewers were a part of the city sewerage system, but the dam was not
shown either on the city's plan nor on the government's plans and
blueprints which were submitted to Spearin. On them, the 7-foot
sewer appeared as unobstructed. The government officials concerned
with the letting of the contract and construction of the dry dock
did not know of the existence of the dam. The site selected for the
dry dock was low ground, and, during some years prior to making the
contract sued on, the sewers had, from time to time, overflowed to
the knowledge of these government officials and others. But the
fact had not been communicated to Spearin by anyone. He had, before
entering into the contract, made a superficial examination of the
premises and sought from the civil engineer's office at the
Navy
Page 248 U. S. 135
Yard information concerning the conditions and probable cost of
the work, but he had made no special examination of the sewers nor
special inquiry into the possibility to the work's being flooded
thereby, and had no information on the subject.
Promptly after the breaking of the sewer, Spearin notified the
government that he considered the sewers under existing plans a
menace to the work and that he would not resume operations unless
the government either made good or assumed responsibility for the
damage that had already occurred and either made such changes in
the sewer system as would remove the danger or assumed
responsibility for the damage which might thereafter be occasioned
by the insufficient capacity and the location and design of the
existing sewers. The estimated cost of restoring the sewer was
$3,875. But it was unsafe to both Spearin and the government's
property to proceed with the work with the 6-foot sewer in its then
condition. The government insisted that the responsibility for
remedying existing conditions rested with the contractor. After 15
months spent in investigation and fruitless correspondence, the
Secretary of the Navy annulled the contract and took possession of
the plant and materials on the site. Later the dry-dock, under
radically changed and enlarged plans, was completed by other
contractors, the government having first discontinued the use of
the 6-foot intersecting sewer and then reconstructed it by
modifying size, shape, and material so as to remove all danger of
its breaking from internal pressure. Up to that time, $210,939.18
had been expended by Spearin on the work, and he had received from
the government on account thereof $129,758.32. The court found
that, if he had been allowed to complete the contract, he would
have earned a profit of $60,000 and its judgment included that
sum.
The general rules of law applicable to these facts are well
Page 248 U. S. 136
settled. Where one agrees to do, for a fixed sum, a thing
possible to be performed, he will not be excused or become entitled
to additional compensation because unforeseen difficulties are
encountered.
Day v. United States, 245 U.
S. 159;
Phoenix Bridge Co. v. United States,
211 U. S. 188.
Thus, one who undertakes to erect a structure upon a particular
site assumes ordinarily the risk of subsidence of the soil.
Simpson v. United States, 172 U.
S. 372;
Dermott v.
Jones, 2 Wall. 1. But if the contractor is bound to
build according to plans and specifications prepared by the owner,
the contractor will not be responsible for the consequences of
defects in the plans and specifications.
MacKnight Flintic
Stone Co. v. The Mayor, 160 N.Y. 72;
Filbert v.
Philadelphia, 181 Pa. 530;
Bentley v. State, 73 Wis.
416.
See Sundstrom v. New York, 213 N.Y. 68. This
responsibility of the owner is not overcome by the usual clauses
requiring builders to visit the site, to check the plans, and to
inform themselves of the requirements of the work, as is shown by
Christie v. United States, 237 U.
S. 234;
Hollerbach v. United States,
233 U. S. 165, and
United States v. Stage Co., 199 U.
S. 414,
199 U. S. 424,
where it was held that the contractor should be relieved if he was
misled by erroneous statements in the specifications.
In the case at bar, the sewer, as well as the other structures,
was to be built in accordance with the plans and specifications
furnished by the government. The construction of the sewer
constituted as much an integral part of the contract as did the
construction of any part of the dry-dock proper. It was as
necessary as any other work in the preparation for the foundation.
It involved no separate contract and no separate consideration. The
contention of the government that the present case is to be
distinguished from the
Bentley case,
supra, and
other similar cases on the ground that the contract with reference
to the sewer is purely collateral is clearly without
Page 248 U. S. 137
merit. The risk of the existing system's proving adequate might
have rested upon Spearin if the contract for the dry dock had not
contained the provision for relocation of the 6-foot sewer. But the
insertion of the articles prescribing the character, dimensions,
and location of the sewer imported a warranty that, if the
specifications were complied with, the sewer would be adequate.
This implied warranty is not overcome by the general clauses
requiring the contractor to examine the site, [
Footnote 1] to check up the plans, [
Footnote 2] and to assume responsibility for
the work until completion and acceptance. [
Footnote 3] The obligation to examine the site did not
impose upon him the duty of making a diligent inquiry into the
history of the locality with a view to determining, at his peril,
whether the sewer specifically prescribed by the government would
prove adequate. The duty to check plans did not impose the
obligation to pass upon their adequacy to accomplish the purpose in
view. And the provision concerning contractor's responsibility
cannot be construed as abridging rights arising under specific
provisions of the contract.
Neither § 3744 of the Revised Statutes, which provides
Page 248 U. S. 138
that contracts of the Navy Department shall be reduced to
writing, nor the parol evidence rule, precludes reliance upon a
warranty implied by law.
See Kellogg Bridge Co. v.
Hamilton, 110 U. S. 108. The
breach of warranty, followed by the government's repudiation of all
responsibility for the past and for making working conditions safe
in the future, justified Spearin in refusing to resume the work. He
was not obliged to restore the sewer and to proceed at his peril
with the construction of the dry dock. When the government refused
to assume the responsibility, he might have terminated the contract
himself,
Anvil Mining Co. v. Humble, 153 U.
S. 540,
153 U. S.
551-552, but he did not. When the government annulled
the contract without justification, it became liable for all
damages resulting from its breach.
Second. Both the main and the cross-appeal raise
questions as to the amount recoverable.
The government contends that Spearin should, as requested, have
repaired the sewer and proceeded with the work, and that, having
declined to do so, he should be denied all recovery except
$7,907.98, which represents the proceeds of that part of the plant
which the government sold plus the value of that retained by it.
But Spearin was under no obligation to repair the sewer and proceed
with the work while the government denied responsibility for
providing and refused to provide sewer conditions safe for the
work. When it wrongfully annulled the contract, Spearin became
entitled to compensation for all losses resulting from its
breach.
Spearin insists that he should be allowed the additional sum of
$63,658.70, because, as he alleges, the lower court awarded him (in
addition to $60,000 for profits) not the difference between his
proper expenditures and his receipts from the government, but the
difference between such receipts and the
value of the
work, materials, and plant (as reported by a naval board appointed
by the defendant).
Page 248 U. S. 139
Language in the findings of fact concerning damages lends
possibly some warrant for that contention, but the discussion of
the subject in the opinion makes it clear that the rule enunciated
in
United States v. Behan, 110 U.
S. 338, which claimant invokes, was adopted and
correctly applied by the court.
The judgment of the Court of Claims is therefore
Affirmed.
MR. JUSTICE McREYNOLDS took no part in the consideration and
decision of these cases.
[
Footnote 1]
"271.
Examination of Site. -- Intending bidders are
expected to examine the site of the proposed dry-dock and inform
themselves thoroughly of the actual conditions and requirements
before submitting proposals."
[
Footnote 2]
"25.
Checking Plans and Dimensions; Lines and Levels.
-- The contractor shall check all plans furnished him immediately
upon their receipt and promptly notify the civil engineer in charge
of any discrepancies discovered therein. . . . The contractor will
be held responsible for the lines and levels of his work, and he
must combine all materials properly, so that the completed
structure shall conform to the true intent and meaning of the plans
and specifications."
[
Footnote 3]
"21.
Contractor's Responsibility. -- The contractor
shall be responsible for the entire work and every part thereof,
until completion and final acceptance by the Chief of Bureau of
Yards and Docks, and for all tools, appliances, and property of
every description used in connection therewith. . . ."