Tobin Quarries, Inc. v. Central Nebraska Public Power & Irrigation Dist.

64 F. Supp. 200, 1946 U.S. Dist. LEXIS 2903
CourtDistrict Court, D. Nebraska
DecidedJanuary 8, 1946
DocketCivil Action 57
StatusPublished
Cited by8 cases

This text of 64 F. Supp. 200 (Tobin Quarries, Inc. v. Central Nebraska Public Power & Irrigation Dist.) is published on Counsel Stack Legal Research, covering District Court, D. Nebraska primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Tobin Quarries, Inc. v. Central Nebraska Public Power & Irrigation Dist., 64 F. Supp. 200, 1946 U.S. Dist. LEXIS 2903 (D. Neb. 1946).

Opinion

*202 DELEHANT, District Judge.

On October 26, 1945, for reasons set forth in an unpublished memorandum, the court declined to enter a summary judgment upon the motion of the plaintiff. That memorandum sufficiently recognizes the jurisdiction of the court resting on diversity of citizenship and the existence of a situation warranting the employment of the statutory procedure for a declaratory judgment. 28 U.S.C.A. § 400. The record then appeared to contain certain issues not wholly legal, which the court was unwilling abruptly to foreclose by a summary judgment. Promptly thereafter the parties stipulated in writing for .the final submission of the case upon its merits on the basis of “the pleadings, exhibits and affidavits submitted in support of and in opposition to the plaintiff’s motion for summary judgment and upon the argument and briefs of the parties submitted to the court on said motion.” Further trial or hearing was waived by both parties.

The defendant is a public corporation erected by act of the Nebraska legislature. One of its properties is the Kingsley Dam, a large multiple purpose structure in the Western part of Nebraska. In 1944 it publicly invited competitive bidding upon certain contract work consisting of the “completion of the construction of the riprap on the upstream slope of the Kingsley Dam and abutments, the north bank of the stilling basin and on road dikes approaching the south abutment.” One of the designated principal items of work in the venture was: “Furnishing and Placing Gravel or Rock Spall Filter Layer — 243,500 tons.” It is with respect to that item that the present controversy has arisen. The defendant prepared and published detailed plans and specifications for the entire work, upon which the plaintiff, a Missouri corporation engaged in business as a building contractor, made the prevailing bid, resulting' in a formal contract dated September 22, 1944.

Section 2.4 of the detailed specifications incorporated into the contract, is in the following language:

“Filter Layer — After the dam surface ■has been prepared as described above, the filter layer shall be placed. Placement of the filter layer shall follow the preparation of the dam surface within four days after the removal of the concrete riprap, except as approved in writing by the Engineer as heretofore set forth under ‘Removal, Break-up and Replacement of Existing Concrete Riprap’. The material for this layer shall be gravel, small quarry stone or a mixture of gravel and stone, or a mixture of gravel or stone with broken concrete blocks not exceeding 4" in greatest dimension.
“Gravel shall be clean, hard, durable pieces graded from ^inch to 2% inches, of a quality equal to that generally specified for first class, Portland Cement Concrete. Not more than five per cent shall pass through a No. 4 screen.
“Quarry stone shall be equal in quality to that specified below in Paragraph 2.5. As loaded in cars for shipment, not more than 5 per cent shall pass through a No. 4 screen. All stone for the filter layer shall pass between grill bars spaced four inches apart. All slab pieces of stone shall be removed.
“The filter layer shall be 15 inches in minimum thickness' over the surface of the dam measured normal to the surface slope of the dam, according to grades established by the Engineer. The Contractor shall protect the filter layer throughout construction operations so that the completed riprap will rest on a filter layer of uniform thickness not less than that specified.”

Touching it, the plaintiff, besides quoting the specification of gravel, alleges in the complaint that it “gives to the plaintiff the option to construct the filter layer at its option, of (1) gravel, (2) small quarry stone, (3) a mixture of gravel and stone, or (4) a mixture of gravel or stone with broken concrete blocks not exceeding four inches in their greatest dimension.” The court understands the defendant to admit both the exactly quoted and the generally averred provisions of Section 2.4. (See Paragraph V of complaint and Paragraph II of answer.)

From the showings made in support of the motion for summary judgment and now before the court, it satisfactorily appears that the plaintiff, entering upon the performance of the contract, elected to furnish gravel for the filter layer, or the major portion thereof, and proceeded, and proposes to continue, to furnish gravel, of which engineers for the defendant in a series of sixteen tests by samples found that the following several percentages by way of an average throughout the tests *203 were retained on the following respective sized screens:

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Cite This Page — Counsel Stack

Bluebook (online)
64 F. Supp. 200, 1946 U.S. Dist. LEXIS 2903, Counsel Stack Legal Research, https://law.counselstack.com/opinion/tobin-quarries-inc-v-central-nebraska-public-power-irrigation-dist-ned-1946.