United States v. Henke Const. Co.

157 F.2d 13, 1946 U.S. App. LEXIS 3183
CourtCourt of Appeals for the Eighth Circuit
DecidedJuly 18, 1946
Docket13150, 13151
StatusPublished
Cited by32 cases

This text of 157 F.2d 13 (United States v. Henke Const. Co.) is published on Counsel Stack Legal Research, covering Court of Appeals for the Eighth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
United States v. Henke Const. Co., 157 F.2d 13, 1946 U.S. App. LEXIS 3183 (8th Cir. 1946).

Opinion

WOODROUGH, Circuit Judge.

These appeals are to review a judgment which determines controversies between the government’s general contractor (a corporation) for the construction of additions to the United States Medical Center at Springfield, Missouri, and its subcontractor for the brick and tile work (persons doing business as a co-partnership). See 67 F.Supp. 123. The action was brought under the Miller Act, 40 U.S.C.A. §§ 270a, 270b, and 270c, in the name of the United States for the use of the subcontractor against the general contractor and its bondsman to recover unpaid balance of $14,639 due on the subcontract, plus $34,340.32 for “additional work and labor performed and materials furnished.” The general contractor counter-claimed for liquidated damages for delay at the rate specified in the subcontract in an amount in excess of the unpaid balance of the subcontract price. The trial was to the court without a jury and the judgment awarded recovery to the subcontractor for the unpaid bal-anee of the subcontract price amounting to $14,639, plus items of authorized extras aggregating $4,549.14, plus interest at 6% from the date the sums became due. It denied the general contractor recovery for damages for the subcontractor’s delay. The subcontractor appeals (No. 13,150) from so much of the judgment as disallows five specific items it sued for. The general contractor appeals (No. 13,151) from that part of the judgment which allows interest on the said amounts found to be due the subcontractor and from that part which denies recovery for damages for delay. The members of the subcontractor co-partnership may be referred to as plaintiffs, and the general contractor as defendant.

The Subcontractor’s Appeal.

Though five disallowed items are involved in the subcontractor’s appeal, 1 we will pass upon the substantial contentions relative to all of them in discussion of what was called throughout the proceedings (1) the “brick controversy” and (2) the “tile controversy.”

The Brick Controversy.

Prior to the execution of the subcontract defendant had entered into contracts with the Lusco Brick & Stone Company for the purchase of all common and face brick, Utica bricklayer’s cement for use in laying the brick, and salt glazed tile and partition tile required to be installed in the buildings. Plaintiffs orally agreed that if they received the subcontract to do the brick and tile work they would assume defendant’s prior purchase agreement with Lusco Brick & Stone Company and plaintiffs knew the details of that agreement.

Plaintiffs’ position regarding the brick controversy is that they were damaged in the sum of $19,158.07 as a result of addi *17 tional labor and material required in connection with the furnishing and installing of the brick work, because defendant required plaintiffs to install brick furnished by Lusco although the brick varied in size from the standard size brick as established by simplified practice, and in refusing to permit plaintiffs to make reasonable and necessary adjustments in the brick coursing and manner of laying the bricks, as allegedly permitted by the specifications, and by reason of the fact that the concrete work against which the brick wall was constructed was negligently and improperly installed.

The pertinent provisions of the specifications of the government relating to size of brick and coursings are set forth in plaintiffs’ exhibit No. 5 and provide as follows:

“14 — 2. Unless otherwise specified or definitely shown by the drawings, details and dimensions of brick work given on the drawings are based on the use of standard size brick as established by simplified practice, to wit, 2% by 3% by 8 inches.

“14 — 3. Common brick that are acceptable for quality but that vary slightly from the specified limitations for size in one or more dimensions may be used provided the contractor makes, and assumes responsibility for, all necessary adjustments in the work affected by such change to the Procurement Division, Public Buildings Branch.

“14 — 4. All exterior brick facing shall be of select common brick, to match present brick facing of Administration Building No. 1.

“14 — 5. Sizes of brick not otherwise indicated shall be the approximate dimensions given in Simplified Practice Recommendation No. 7 issued by the U. S. Department of Commerce with permissible variations between bricks of not more than Ys inch in breadth or depth nor more than Yi inch in length for rough-face brick, and not more than Ys inch in breadth or depth nor more than Ys inch in length for smooth-face brick.

“14 — 6. Where select common brick are required for exterior brick facing, they shall be Class H, and shall be selected for uniformity of shape and size. They shall be, furnished in the required range of natural colors obtained by burning and shall be laid with the best face exposed.

* * ❖ * *

“14 — 18. Dimensions. Figured thickness of walls are based on standard size units. For spacing of facing brick courses and for jointing of pattern work on special details, see drawings. Courses of common brick work shall be so spaced as to level off flush with the face work at all bonding courses and at joints with metal ties. Joints in common brick work shall not exceed % inch in width.

“14 — 19. If units of other than standard sizes are used, there shall be no change in story heights, in outside dimensions of outer walls nor in the location of center lilies of interior walls or partitions, and all connecting work shall be properly adjusted to any other variations due to the use of such units.”

A notation on the government drawings provided: “The following materials are to match in all respects like materials in present building No. 1, except as noted below:

“Brick: Brick joints to be slightly concave. * * * ”

Select common brick known as smooth-face brick, was used as a face brick and, as noted, the specifications provided that the variation in thickness of the brick used should not exceed Via of an inch. The government drawings prepared for use in the construction showed a brick and mortar coursing of 2% inches (referred to by witnesses as four courses to IOY2 inches), and it is clear that the specifications and drawings contemplated that the brick should average 2% inches in thickness with % inch mortar joints. Plaintiffs' complaint in regard to use of oversize brick without allowing a change in courses was based on the increased cost incident to laying brick with mortar joints of less than % inch thickness.

The first carload of brick for exterior brick facing was delivered early in March 1939, and was rejected by the government construction engineer on the ground that the shipment contained an excessive amount of broken and warped brick and had not been selected for uniformity of shape. On March 11, 1939, plaintiffs wrote *18 to defendant complaining that the bricks received were oversize and lacked uniformity, suggesting that other brick be obtained, and asking defendant to cancel the Lusco contract.

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

Related

(PC) Luedtke v. Griesbach
E.D. California, 2021
Reid v. Doe Run Resources Corp.
74 F. Supp. 3d 1015 (E.D. Missouri, 2015)
Caterpillar, Inc. v. Usinor Industeel
393 F. Supp. 2d 659 (N.D. Illinois, 2005)
Pierce Associates, Inc. v. The Nemours Foundation
865 F.2d 530 (Third Circuit, 1989)
Pierce Associates, Inc. v. Nemours Foundation
865 F.2d 530 (Third Circuit, 1988)
Vance v. My Apartment Steak House of San Antonio, Inc.
677 S.W.2d 480 (Texas Supreme Court, 1984)
United States v. Neal
443 F. Supp. 1307 (D. Nebraska, 1978)
Fanning & Doorley Construction Co. v. Geigy Chemical Corp.
305 F. Supp. 650 (D. Rhode Island, 1969)
Burger v. Wood
446 S.W.2d 436 (Missouri Court of Appeals, 1969)
Thompson v. United States
408 F.2d 1075 (Eighth Circuit, 1969)
United States v. Citizens & Southern National Bank
367 F.2d 473 (Fourth Circuit, 1966)
Gruschus v. CR Davis Contracting Company
409 P.2d 500 (New Mexico Supreme Court, 1965)
Lewis v. Goldsborough
234 F. Supp. 524 (E.D. Arkansas, 1964)

Cite This Page — Counsel Stack

Bluebook (online)
157 F.2d 13, 1946 U.S. App. LEXIS 3183, Counsel Stack Legal Research, https://law.counselstack.com/opinion/united-states-v-henke-const-co-ca8-1946.