Caribbean Engineering Co. v. United States

97 Ct. Cl. 195, 1942 U.S. Ct. Cl. LEXIS 50, 1942 WL 4405
CourtUnited States Court of Claims
DecidedOctober 5, 1942
DocketNo. 44691
StatusPublished
Cited by2 cases

This text of 97 Ct. Cl. 195 (Caribbean Engineering 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
Caribbean Engineering Co. v. United States, 97 Ct. Cl. 195, 1942 U.S. Ct. Cl. LEXIS 50, 1942 WL 4405 (cc 1942).

Opinion

Whitaker, Judge,

delivered the opinion of the court:

The plaintiff sues to recover liquidated damages assessed against it for failure to complete on time the contract for the building of certain houses in Puerto Rico for the Puerto Rico Reconstruction Administration, and also to recover damages which it claims it suffered by reason of delays in the construction caused by the defendant.

The contract was completed 137 days after the original completion date. The plaintiff was granted an extension of time of 71 days. It was assessed liquidated damages at $200 a day for the remainder of 66 days, a total of $13,200. The principal controversy is over the delay alleged to have been caused the plaintiff by the failure of the administrator to approve certain closet bends which the plaintiff claims were “similar or equal to” the closet bend specified.

[222]*222The plaintiff admits that under paragraph 16 of article 8 the decision of the administrator on whether or not these .closet bends were “similar or equal to” those specified is final and conclusive, if made in. good . faith; but plaintiff says that his rejection of them was arbitrary and unreasonable and, therefore, under numerous decisions of this court and of the Supreme Court, we have jurisdiction to review his .action. This, of .course, is true. The question presented, therefore, is whether or not the action of the administrator in rejecting the closet bends which plaintiff proposed to install was arbitrary or unreasonable.

The other question presented is whether or not an extension of time should have been granted for delay due' to bad weather, which the administrator held the plaintiff should have foreseen.

The specifications called for the following closet bends:

All cast iron closet bends shall be four (4) inches in diameter, similar or equal to type “C Josam,” as manufactured by the Josam Mfg. Co., Michigan City, Indiana, U. S. A., Catalog G, page 59.

Plaintiff furnished a closet bend manufactured by the Hedges-Walsh-Weidner Company of Chattanooga, Tennessee. The Hedges-Walsh-Weidner Company in their cata-logue advertised two types of closet bends. One of them had a slip-over flange and the other a screw flange. The one plaintiff .proposed to furnish was the slip-over flange, and the question is whether or not the decision of the administrator in holding that this closet bend was not similar or.equal to the type “D Josam” closet bend was arbitrary or unreasonable.

The two bends are not similar. The Josam bend has the screw flange; the Hedges-Walsh-Weidner bend which plaintiff- proposed, to furnish had the slip-over flange. This is a material difference, as will be seen. Also, the exposed end of the Josam type bend was sealed to permit testing of the bend and also to prevent debris from collecting in the pipe after installation; the Hedges-Walsh-Weidner type was not so equipped. Quite evidently the two bends were not similar; so the question to be considered is whether or not the Hedges-Walsh-Weidner bend was equal to the Josam bend. The administrator ruled that it was not.

[223]*223' A commissioner of this court has found that the two bends will function equally as well provided they have been properly installed and no obstructions have entered the bends, but he has held that it was more difficult to properly install the Hedges-Walsh-Weidner bends and that it was easier for obstructions to enter them than to enter the Josam bends. He has also found that the Josam bend will probably function properly for a longer time than the Hedges-Walsh-Weidner slip-over type. He has concluded, accordingly, that this type of Hedges-Walsh-Weidner bend and its associated flange were not “similar or equal to” the Josam type “D” bend and its associated flange, and that, therefore, the rejection of the one offered was not arbitrary nor unreasonable. We agree with the commissioner.

A closet bend may be described as the part of the sewer line into which the contents of the closet first discharges. It is a piece of iron pipe bent at a 90-degree angle. One end connects immediately with the sewer line and the other end sticks up through the floor, to which the closet fixture is attached. Over the top of the upright part of the closet bend a flange is either slipped on or screwed on until this flange is in proper position with respect to the floor. That part of the vertical end of the closet bend which projects higher than the proper position for the flange is cut off. A gasket is then placed along the inner edge of the flange and the toilet fixture is forced down against it so as to make a watertight and airtight connection between the toilet fixture and the closet bend.

In order to permanently affix the slip-over flange at its proper location, oakum is first forced between the flange and the toilet bend, after which hot lead is poured on top of the oakum and the two tamped down so as to hold the flange permanently in its proper place. In the Josam type the flange is screwed down on the bend until it is in the proper location, and then by means of a bolt inserted in a hole in the flange it is anchored to the floor, to prevent it from turning.

The commissioner has found that it is more difficult to secure the proper adjustment of the slip-over type flange than of the screw type and that, therefore, good results more often will be obtained by the use of the screw-type flange [224]*224•than of the slip-over type. We agree that this is so. ' -It appears reasonable to suppose that it would be more difficult to secure the proper adjustment of the slip over type, since it was necessary to maintain it in its proper place while forcing oakum and lead between it and the bend. If great care were exercised, no doubt as good an adjustment could be secured of the slip-over type as could be secured by the screw type; but the defendant in drawing the specifications specified the screw-type flange rather than the slip-over type, presumably because it desired to eliminate the possibility that the requisite care would not be exercised in maintaining the proper adjustment in case the slip-over type were used; it specified a toilet bend with a flange which could be properly adjusted without the exercise of as great a degree of care as was required in the case of the slip-over type. The defendant was entitled to have what it had specified. The bend specified called for the screw.-type flange, and not the slip-over type.

Moreover, the commissioner has found that the connection between the flange and the toilet bend was more readily loosened when the slip-over type was used than in the case of the screw-type flange. In the case of a screw-type flange, it would seem that its adjustment could not be altered unless the threads broke, and thip appears quite unlikely. On the other hand, since the slip-over type flange is ¿fictionally affixed to the bend by oakum and lead, it may be that its connection would be easier to loosen than the screw type.

Furthermore, the TIedges-Walsh-Weidner type did not come equipped with the sealed end with whicji the Josam type was equipped. This we regard as a material difference; but we will discuss this feature of the Josam bend later. At any rate, we cannot say that the action of the administrator in rejecting the slip-over type bend was arbitrary or unreasonable. If it was not, then his decision is final and conclusive.

Free access — add to your briefcase to read the full text and ask questions with AI

Related

Shoreline Foundation, Inc.
Armed Services Board of Contract Appeals, 2024
Cape Ann Granite Co. v. United States
100 Ct. Cl. 53 (Court of Claims, 1943)

Cite This Page — Counsel Stack

Bluebook (online)
97 Ct. Cl. 195, 1942 U.S. Ct. Cl. LEXIS 50, 1942 WL 4405, Counsel Stack Legal Research, https://law.counselstack.com/opinion/caribbean-engineering-co-v-united-states-cc-1942.