United States v. Frank

223 F. Supp. 313, 1963 U.S. Dist. LEXIS 7728
CourtDistrict Court, S.D. New York
DecidedApril 17, 1963
StatusPublished
Cited by2 cases

This text of 223 F. Supp. 313 (United States v. Frank) is published on Counsel Stack Legal Research, covering District Court, S.D. New York primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
United States v. Frank, 223 F. Supp. 313, 1963 U.S. Dist. LEXIS 7728 (S.D.N.Y. 1963).

Opinion

LEVET, District Judge.

Plaintiff, as assignee of Nickel Processing Corporation of New York, sues to rescind a contract of sale and recover the purchase price of certain splice angle bars. Plaintiff’s assignor requested a quotation, defendant entered a bid, a written contract was executed, the goods were delivered, shipped to Cuba and then rejected as not being within the “specifications.” Plaintiff now seeks recoupment of the purchase price plus the freight charges paid. The principal issue relates to the interpretation of the written contract in respect to the specifications of the goods ordered. The action is brought pursuant to Title 28 U.S.C. § 1345.

After having heard the testimony and proof of the respective parties and having examined the pleadings, the proposed findings of fact and conclusions of law submitted by the parties, I make the following Findings of Fact and Conclusions of Law:

FINDINGS OF FACT

1. The United States at the time of the contract hereinafter mentioned, through the General Service Administration (GSA) owned a nickel mine in Niearo, Oriente Province, Cuba. (4)1

2. Nickel Processing Corporation of New York (Nickel) operated and managed the nickel mine as agent and interim contractor for the United States. Although actual operation of the mine was delegated to Nickel, GSA representatives exercised supervision and control over the entire operation. GSA representative, Leo A. Slaughter, was stationed at Nickel’s administrative offices in New York. (4, 18) His function was to assist in the preparation of and give approval to various purchases made by Nickel and expenditures for said purchases. (5, 6)

[315]*3153. In 1957 it became necessary to extend and repair the railroad on the said mining site in Cuba. (7) On May 28, 1957, Nickel sent a Request for Quotation on certain railroad equipment to defendant M. K. Frank Iron and Steel Products Company (Frank). A Request for Quotation was also sent by Nickel to Bethlehem Steel and United States Steel Company. (Ex. 1; 9)

4. The request called for bids on both rails as well as splice angle bars, although shortly after the request was sent the bid for rails was cancelled. (Ex. 1; 10-11)

5. The request included the following statements: “1000 Pair BARS, Splice Angle for A.R.E.A. 100 lb. Rails, made in accordance with American Railway Engineering Association [AREA] Specification for High Carbon Open-Hearth Steel” and “168 ea RAILS A.R.E.A., 100 lb per yard, 39 ft. long each to be rolled in accordance with Standard specifications with American Railway Engineering Association for Open-Hearth Carbon Steel Rails.” (See Ex. 1)

6. On or about June 4, 1957, in response to the request, defendant submitted a bid (Ex. 2) which read in part as follows: “1000 Pair BARS, Splice Angle for A.R.E.A. 100 lb. Rails, made in accordance with American Railway Engineering Association Specification for High Carbon Open-Hearth Steel, 22" long $5.50 pair.”

THE ORDER CONTRACT

7. On or about October 31, 1957, the defendant was awarded the contract. (Ex. 3)

8. The order contract provided for 850 pair of splice angle bars at a total price of $4,675.00, F.A.S. New York, terms, net cash.

9. The order contract described the splice angle bars as follows: “Bars, Splice Angle for A.R.E.A. 100 Lb. Rails, made in accordance with American Railway Engineering Association Specification for High Carbon Open-Hearth Steel, 24" long. 850 pr 5.50 pr 4675.00.” (Ex. S)

10. A notice also appeared on the face of the order contract which provided: “NOTE: All material not meeting above specifications will be returned with all costs for your account.”

11. The order contract (Ex. 3) contained the following provision binding upon the parties:

“2. QUALITY & INSPECTION— All material furnished on this order must be as specified and regardless of whether any specifications is given, said material shall be of a standard quality as understood to the trade, and all material will be subject to inspection and approval of Buyer after delivery, notwithstanding prior payments to obtain cash discount. The right is also reserved to reject and return at the risk and expense of the supplier, for full credit, such portion of any shipment which may be defective or fail to comply with specifications, without invalidating the remainder of the order. If rejected, material will be held for disposition at the expense and risk of Vendor, and such material is to be replaced only at Buyer’s option.” (Ex. 3)

AREA SPECIFICATIONS

12. AREA is an internationally recognized organization of railway engineers, the function of which is to provide standards for and promote uniformity in the manufacture and use of railroad equipment. (62, 63) It conducts studies and publishes a comprehensive Manual of its findings and words (63) in a loose-leaf format with annual additions (63, 69), which is used by railroads and suppliers in the purchase and sale of railroad equipment. (66; see Ex. 6) It is used and referred to in Europe, South America, Canada and Mexico. (66)

13. AREA has no compulsory powers and cannot enforce its standards. (64) The Manual on its title page is called “Manual of Recommended Practice” (65) and this term embraces the specifications of rails contained in Chapter 4. (Ex. 6, p. i; 65)

[316]*31614. The term “Specifications” is not a word of art or emphasis. The AREA considers the term “Specifications” to apply to all of its standards contained in the chapter on rails (Ex. 6), even though part 2 of that chapter is specifically designated “Specifications” and part 1 is not so designated. (See testimony of Chief Metallurgical Engineer of AREA where he considers the specifications of AREA to apply to the dimension of drillings on rails and bars: 68-9, 70, 71-2, 74-5, 80-2, 84)

15. AREA specifications for the dimension of drillings on 100 pound rail are contained in Part 1, Chapter 4, page 4-1-14 of the Manual. (Ex. 6; 80-2) AREA specifications for the dimension of drillings on bars are contained in Part 1, Chapter 4, page 4-1-14 of the Manual. (Ex. 6; 80-2) The Manual at that page provides that the drillings should be separated by a space of 5% inches. (Ex. 6; 74-5, 80-2; see also Ex. 8)

16. Splice angle bars are designed to couple two sections of rail. As the rails are joined the bars are placed to the sides of both sections. In order to attach the bar to the rails there are drillings (holes) of equal distance on both the bar and the rails permitting the insertion of a bolt and nut. (68, 110) Should there be any variance between the spacing of the drilling on the bar and the drilling on the rails, alignment of the bar is impossible. (68, 110) Splice angle bars have no independent use of their own and their only function is to be mated with rails. (68, 110) It is conceded that the bars shipped by defendant contained drillings with spacing of only 5 inches. (59) The bars were accordingly useless to plaintiff since they could not fit the 100 pound AREA rail for which the bars were ordered. (81, 83) (See also Ex. 8)

17. AREA has only one specification for the spacings of drillings on bars and rails and that is contained on page 4-1-14 of the Manual.

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223 F. Supp. 313, 1963 U.S. Dist. LEXIS 7728, Counsel Stack Legal Research, https://law.counselstack.com/opinion/united-states-v-frank-nysd-1963.