Land v. Ferro-Concrete Const. Co.

221 F. 433, 1915 U.S. Dist. LEXIS 1592
CourtDistrict Court, W.D. Kentucky
DecidedMarch 20, 1915
StatusPublished
Cited by3 cases

This text of 221 F. 433 (Land v. Ferro-Concrete Const. Co.) is published on Counsel Stack Legal Research, covering District Court, W.D. Kentucky primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Land v. Ferro-Concrete Const. Co., 221 F. 433, 1915 U.S. Dist. LEXIS 1592 (W.D. Ky. 1915).

Opinion

EVANS, District Judge.

In order to a full understanding of the question to be decided, it may be well to state somewhat fully the facts upon which it arises. This action was brought in the Jefferson circuit court on November 25, 1909, for the recovery of damages from the defendant for certain alleged breaches of a contract in writing between the parties whereby they had agreed as follows:

“Memorandum of Agreement between the Ferro-Concrete Construction Company, of Cincinnati, and Mr. W. G. Land, of Louisville, Ky.
“For the payments herein stated, Mr. W. G. Land hereby agrees to supervise the work of grading and hauling herein specified, and also to furnish the [434]*434necessary teams, scrapers, plows, wagons, and other hauling equipment, to do the scraping and hauling required in the construction of section A, southern outfall sewer, Louisville, Kentucky, according to the method of procedure outlined as the work proceeds, by the Ferro-Concrete Construction Company.
“It is agreed by said Mr. Land that he will at all times after June 1, 1908, during the progress of this work, provide an average of ten teams per day during each week until all of the scraper work required exclusive of backfilling, has been completed. After the scraper work exclusive of back-filing has been completed, the number of teams required may be reduced to the number then thought necessary by the Ferro-Concrete Construction Company. It is understood that in. requiring not less than a certain number of teams, said teams are to be distributed on the work of scraping and hauling, specified in the items of work following in this agreement, as may be most advantageous to the Ferro-Concrete Construction Company in arranging the construction of the sewer as a whole.
“At the end of each week the Ferro-Concrete Construction Company and Mr. W. G. Land shall jointly measure all excavation and hauling done during that week, and that during the following week the Ferro-Concrete Construction Company shall pay to said W. G. Land the amount of money shown to be due him according to those measurements, at the prices named herein, provided that W. G. Land is continuing to conduct his work in a satisfactory manner, and with the force of teams specified. Should he fail to maintain a sufficient force, or otherwise conduct his work in a manner disadvantageous to the FerroConcrete Construction Company, so that the spirit of this agreement is broken by him, he shall forfeit to the Ferro-Concrete Construction Company any unpaid sum of money due him for the previous work; it being understood that such sum shall be considered a proper amount for the Ferro-Concrete Construction Company to appropriate to cover its additional expense, trouble, or annoyance or delay in procuring teams to conduct the work itself, or to procure another party to do this work.
“Items of Work and Prices for Payment.
“Item 1—Scraper excavation between station 0+70 to station 2+10, a cut having a depth not exceeding 9% feet, a mean depth not exceeding 7 feet, a width at the bottom of 20 feet, and banks sloping 1 to 1. The material is to be scraped into the depression between station 2+10 and station 2+40 on each side of the cut and 50 to 100 feet therefrom. The price agreed upon for this work is seventeen and one-half cents per cubic yard measured in the cut.
“Item 2—Scraper excavation between stations 2+40 and 14+20, a cut similar to. that in item 1, with a maximum depth not exceeding 11 feet, a mean depth of not more than 8 feet, the material to be placed between 50 and 100 f'eet •from the edge of the ditch, and the south side thereof. The price agr'eed upon for this work is eighteen and one-half cents (18%c.) pér cubic yard, measured in the cut.
“Item 3—Scraper excavation between stations 14+20 and 17+80, a cut similar to that in item 1, with a maximum depth not exceeding 11 feet, a mean depth not' exceeding 6 feet, a width at the bottom of 18 feet, and sides sloping 1 to 1, the material to be placed where directed within a distance of 150 feet from the place where it is removed. The price agreed upon for this work is twenty cents (20c.) per cubic yard, measured in the cut.
“Item 4—Transporting any of the materials excavated under items 1, 2, and to points farther distant from the ditch than specified under the item itself, by increasing the length of scraper haul. The quantity of material thus transported may vary from 0 to 6,000 cubic yards. The price agreed upon for this is one cent per cubic yard for each 100 feet or fraction thereof of additional haul.
“Item 5—Scraper work replacing the material excavated under items 1, 2, and'3 back into the cut, when this is done within sixty days from the date of its original removal. The price agreed upon for this work, is fifteen cents (15c.) for each yard for the first 100 feet of haul, and three-fourths of one cent (;M.c.) for each 100 feet additional haul, or fraction thereof. The quantity to be handled under this item may be between 6,000 and 12,000 cubic yards.
[435]*435“Item 6— St-rs;per excavation at other stations on the sewer, if any, accepted by Mr. Land without special agreement as to price shall be paid for at the price named in item, 1, namely, seventeen and one-half cents per cubic yard.
"Item 7—Gravel, sand, earth, and other materials loaded by the FerroConcrete Construction Company from its cable way or other machinery, into the dumping wagons of Mr. Land, and hauled by him to points designated by the Ferro-Concrete Construction Company, and there dumped. The quantity may vary from 3,000 cubic yards to 13,000 cubic yards. The prices to be paid for this haul are twenty cents (20c.) per cubic yard for the first 400 feet or less of haul, and one cent (lc.) per yard for each additional 100 feet or fraction thereof.
“Item 8—Gravel, sand, earth, or other materials loaded by the Ferro-Concrete Construction Company by hand into the dumping wagons furnished by Mr. Land and hauled by him to points designated by the Ferro-Concrete Construction Company and there dumped. The quantity of this may vary from 2,000 to 6,000 cubic yards. The price to be paid for this hauling is twenty-two and onc-lialf cents (22%c.) per cubic yard for tile first four hundred feet haul ' or fraction thereof, and one cent per yard for each additional hundred feet or fraction thereof.
"Note—The total quantity of material to be handled under items 7 and 8 will probably not exceed 1-1,000 cubic yards, and it may be less than 10,000 cubic yards. Two prices are specified because the machinery will load wagons faster than they can be loaded by hand. Some material, however, will be handled by both methods. Materials handled under item 4, if any, will diminish the quantities handled under items 7 and 8. Teams furnished to haul cement, steel, lumber supplies, and other materials shall be paid for at a rate of four and one-quarter dollars (84.25) per day of ten hours.”

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Bluebook (online)
221 F. 433, 1915 U.S. Dist. LEXIS 1592, Counsel Stack Legal Research, https://law.counselstack.com/opinion/land-v-ferro-concrete-const-co-kywd-1915.