Hunter Steel Co. v. United States

99 Ct. Cl. 692, 1943 U.S. Ct. Cl. LEXIS 49, 1943 WL 4224
CourtUnited States Court of Claims
DecidedJune 7, 1943
DocketNo. 43969
StatusPublished

This text of 99 Ct. Cl. 692 (Hunter Steel Co. v. United States) is published on Counsel Stack Legal Research, covering United States Court of Claims primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Hunter Steel Co. v. United States, 99 Ct. Cl. 692, 1943 U.S. Ct. Cl. LEXIS 49, 1943 WL 4224 (cc 1943).

Opinion

Littleton, Judge,

delivered the opinion of the court:

More than seven months prior to the date on which plaintiff entered into the contract in suit with the defendant, the government had entered into a contract with the Great Lakes Dredge and Dock Company, herein sometimes referred to as the “masonry contractor” or the “concrete contractor,” to make the excavations, fills, foundations for the structure, esplanade fill and roadway, to construct the masonry for the lock and guide walls, and to perform certain other miscellaneous work. This contract provided for the completion of the work called for therein within 365 days after receipt of notice to proceed and contemplated that the work might not be completed within the period fixed. It was stipulated in art. 9 that if the contractor failed to complete the work on time it would pay the government liquidated damages for such delay as was not excusable under the provisions of that and other articles, and that for excusable delays the specified period for completion would be extended.

Plaintiff’s contract was for the construction, assembly, and installation of lock gates, Tainter valves, operating machinery for the gates and valves, oil piping, valve bulkheads, and lock emergency dams in the concrete masonry work by the Great Lakes Company under its contract with the defendant. Plaintiff’s contract was made in the light of the existing contract for the concrete lock structures in which the lock gates called for by plaintiff’s contract were to' be [711]*711installed, and provided in par. 1-06 (a) of the specifications that “The contractor will be required * * * to complete the entire work within 150 calendar days after the date of completion of the lock masonry contract at the site * * *. All parts of the work shall be prosecuted as vigorously as practicable during all seasons of the year.” Par. 1-03 (c) of plaintiff’s contract specifications set forth that “Work at the site is under contract and is now in progress on the construction of the lock masonry and esplanade fill, the entire contract being expected to be completed about January 30, 1937, unless delays occur.”

The plaintiff completed its contract far in advance of 150 days after date of completion of the lock masonry contract but seeks to recover, as damages, alleged unnecessary increased costs in performance of its contract by reason of alleged failure of the masonry contractor to prosecute its work properly and expeditiously and the failure of the contracting officer to require the masonry contractor to perform its work in a sequence and during such time as would enable the plaintiff to finish its work earlier.

The petition alleges that plaintiff’s contract contemplated the delivery and installation of the lock gates and metal work before January 30, 1937, while the existing cofferdam of the Great Lakes Company was in place; that it prepared to proceed accordingly but was unreasonably delayed because the Great Lakes Company delayed in its work; that “under its contract plaintiff should have had this service [cofferdam protection] without cost to it;” and that the total sum claimed as damages “represents the added or extra cost plaintiff and its subcontractors incurred in the performance of its contract by reason of the failure of the defendant to require the contractor for the foundation work, its agent in that behalf, to proceed with its work in such a manner as would not unnecessarily interfere with or delay the plaintiff’s work under its contract.” Upon these allegations it is contended that the defendant breached plaintiff’s contract by permitting, or causing, it to be unreasonably delayed and is therefore liable in damages for the increased costs and expenses which'plaintiff would not have incurred had the [712]*712lock masonry contract been completed by January 30, 1937, or within a reasonable time thereafter.

The facts as shown by the evidence do not establish, in view of the provisions of the contract with plaintiff and the contract with the Great Lakes Company, that the defendant breached its contract with the plaintiff. It is true that the Great Lakes Company was delayed in completion of its contract with the defendant beyond the period ending January 30, 1937, and that this delay resulted in the inability of plaintiff to install the lock gates until about five months after expiration of the period fixed for completion of the masonry contract, but this is not enough to entitle plaintiff to recover. The proof fails to show that the defendant caused, or was responsible for, any of this delay or that the delay experienced by the Great Lakes Company in the completion of its contract was unreasonable in the circumstances. During the period December 1936 to February 1937, the Great Lakes Company was unable to proceed with its concrete operations due to unusually cold weather which prevented excavation and hauling of gravel for the concrete. The masonry contractor was required to obtain its concrete aggregate from a special gravel pit, opened and operated as a government work-relief project, about 25 miles up the river from the site of the work. The pump which extracted the gravel would not operate in very cold weather because of ice forming on the belts and pulleys. The masonry contractor obtained as much gravel as it could, consistent with available storage space, before operations had to be suspended at the gravel pit. The Great Lakes Company had originally intended to pour the concrete lock walls prior to pouring the concrete floor of the lock passage in order to avoid moving heavy equipment over the floor but, due to the unexpectedly large quantity of water encountered and the variations in the composition of the river bed, it revised its plans and first constructed the concrete floor. In the period from January to May 1937 the Great Lakes Company’s operations were delayed by high water and, by reason of this, its time for completion was extended 48 days.

May 15, 1937, the Great Lakes Company encountered a large artesian spring in the vicinity of the upper gate mono[713]*713liths, which was an unforeseen and unanticipated condition which interrupted the work at that point. This spring discharged about 6,000 gallons of water per minute and was placed under control only after considerable difficulty and expense. The Great Lakes Company was unable to resume concrete operations in that vicinity until June 5, 1937.

In the circumstances under which the work was required to be performed by the Great Lakes Company, it was never possible for it exactly to conform pouring operations to an anticipatory progress schedule for the reasons that some of the concrete forms warped, or were rejected by the government and had to be rebuilt, and that some carpenters work faster than others. In addition, the Great Lakes Company had on this project a fleet of 17 vessels hauling materials and, in order to keep them moving, it poured concrete in whatever forms were ready to receive it, regardless of its anticipated schedule of operation. This was reasonable and proper. If the Great Lakes Company had undertaken strictly to adhere to its schedule which it had previously indicated it would endeavor to follow, regardless of such conditions, progress of the work would not have been continuous and the work would have been further delayed. None of the causes which operated to delay the Great Lakes Company in the prosecution and completion of its work was attributed to the fault of anybody, and certainly not to the fault of the government.

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Cite This Page — Counsel Stack

Bluebook (online)
99 Ct. Cl. 692, 1943 U.S. Ct. Cl. LEXIS 49, 1943 WL 4224, Counsel Stack Legal Research, https://law.counselstack.com/opinion/hunter-steel-co-v-united-states-cc-1943.