Cleveland, Cincinnati, Chicago & St. Louis Railway Co. v. Moore

82 N.E. 52, 170 Ind. 328, 1907 Ind. LEXIS 9
CourtIndiana Supreme Court
DecidedOctober 18, 1907
DocketNo. 20,995
StatusPublished
Cited by42 cases

This text of 82 N.E. 52 (Cleveland, Cincinnati, Chicago & St. Louis Railway Co. v. Moore) is published on Counsel Stack Legal Research, covering Indiana Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Cleveland, Cincinnati, Chicago & St. Louis Railway Co. v. Moore, 82 N.E. 52, 170 Ind. 328, 1907 Ind. LEXIS 9 (Ind. 1907).

Opinions

Gillett, J.

This action was commenced by City Trust, Safe Deposit & Surety Company against appellant, to recover for extra work done in connection with a railway construction contract. Appellant filed a cross-complaint to recover on a bond, in the sum of $10,000, executed by appellee McNemey, as principal, and appellees surety company and Johnson, as sureties, conditioned on the performance of said contract. No further statement of the issues appears necessary. There were special findings filed, together with conclusions of law thereon, and, pursuant to said conclusions, the court rendered judgment for the surety company upon its complaint, and in favor of all of the appellees, that appellant take nothing by its cross-complaint.

The findings are very long, and we shall only attempt an outline of the more important facts therein set forth. It appears that in June, 1899, the railway company invited bids for the construction of what it termed the ‘‘South Anderson cut-off,” according to plans and specifications. The notice contained the approximate estimate of the chief engineer of said railway company of the number of yards of earth to be placed in the embankment, and in the number of yards to be excavated within the normal cross-section, as well as the quantity which was to be taken from.widened cuts and bor-. [333]*333row pits. The estimated length of the greatest average haul was also stated in said notice. The contract was let to Mc-Nerney, for fifteen cents a yard, measured in embankment, and he was to be allowed twelve cents a foot for track laying. These prices were but one-half of the reasonable value of the work,. as the railway company well knew. The work involved the building of about 18,500 feet of main track and 16,000 feet of yard track, and the contract provided that the work was to be done in accordance with plans and specifications to be furnished, and stakes to be set, by the railway company, but the plans and specifications were in fact attached to the contract when it was executed. It was provided in said contract that the location and plan of the work might be changed by the chief engineer of the railway company, and that if the grade and quality of the work was not thereby affected, and the change only involved an increase in quantity, the contractor should have no extra claim; but it was provided that, if the grade and quality of the work was affected, then the'engineer was to determine the amount of increase or deduction. By further limitation it was sought to cut off all claims for extras, unless ordered by the chief engineer, and it was required that prompt notice be given of all such claims. It was further provided that the chief engineer’s decision on the question of claims for extras was to-be considered as in the nature of an award and conclusive upon the parties. Another clause of the contract provided that the quantities set forth in the notice to bidders were to be considered as estimates only, and that the company might increase or decrease them as it might elect. The sixth clause of the contract reduced the width of the embankment for the main track, as fixed in the specifications, from twenty feet to fifteen feet. The slopes of the fills and cuts along this track were fixed at a ratio of one and one-half horizontal to one vertical. The excavations and embankments for yard tracks were to. be of such widths and slopes as the engineer might direct. He was also authorized to [334]*334fix the widths of cuts and of the points where earth was to be borrowed. He was also empowéred to require all further embankments and excavations which, in his opinion, were necessary for the construction of the railway. The specifications provided that no allowance was to be made for hauling. The plans showed that the yards were to consist of five tracks, in addition to a passing track, and that a highway, known as the Anderson & Fall creek pike, was to be carried across the railway by an overhead bridge. The substance of the bond has been already stated. After the execution of the contract MeNerney commenced work thereunder, and continued until the early part of November, 1899, when he refused to proceed further and abandoned the contract. The railway company then called on the surety company to perform such contract, and it thereupon took upon itself, as such surety, the prosecution of the work, and continued therein, with all due diligence, until June 23, 1900. November 23, 1899, said company took an assignment of the contract from MeNerney, 'but the assignment was not reported to the railway company, nor assented to by it. The findings then show extensive changes in said work, made from time to time by the engineers of the railway company. The first change was made in accordance with what is termed the May, 1899, profile, by which the grade was gradually raised from station 60 to station 151, at which point there was a departure of four and two-tenths feet from the original grade. From thence the new grade gradually approached the former until station 185 was reached. The length and width of the yard tracks were next increased and a Y track added, by which the tracks, other than the main track, were increased from 15,060 feet, to 40,435 feet, and subsequently the overhead crossing was changed to a subway, thereby changing what had been designed as an embankment, containing 17,416 yards, to an excavation to the extent of 29,073 yards, the most of which was hard-pan. After reciting the facts of the various changes, the court finds: “According to [335]*335such changed plan the entire amount of work of excavation and embankment required, including that which had been done by the defendant McNemey and the plaintiff, was 148,-767 cubic yards measured in embankment, including 8,000 yards measured in excavation. The increases were all in the sections or stations where defendant McNerney and the plaintiff had worked. By the plans attached to the contract the work in these sections consisted, exclusive of the approaches to the Anderson & Fall creek pike, of 59,230 yards of embankment, or 69,682 yards measured in excavation, and, including the approaches to the Anderson & Fall creek pike, of 76,646 yards of embankment, or 90,371 cubic yards measured in excavation, and 66,701 yards of cuts, making it necessary to borrow 23,570 cubic yards. The changes increased the work between these stations to 123,291 yards of embankment, or 145,048 cubic yards measured in excavation, and 119,945 yards of cuts, a difference of 46,645 yards of embankment, and 53,244 of cuts, making it necessary to borrow 25,103 cubic yards.” The average haul of each yard of earth handled was increased from 1,406 feet to 1,588 feet. The change in the yards required 85,800 yards of excavation. There are also findings that the surety company conformed to the orders and directions of the railway company and its engineers in doing the work, in the belief that the same was being done according to the contract, and that said surety company performed said work without any knowledge or belief that any change had been made in the grade and quality of it as shown in the specifications and plans, or that any substantial change had been made in the quantity of work as disclosed by the plans, and also that said company did not at any time consent to any of said changes. In the latter part 'of May, 1900, the surety company, believing that mistakes had been made by the defendant railway company in the estimates, employed an engineer to estimate such work. It was further found that the chief engineer did not make a change in the plan and profile, and that when the surety [336]

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

Related

Ormond v. ANTHEM, INC.
799 F. Supp. 2d 910 (S.D. Indiana, 2011)
Mason Metals Co. v. Indiana Department of State Revenue
590 N.E.2d 672 (Indiana Tax Court, 1992)
Layden v. New Era Corp.
575 N.E.2d 638 (Indiana Court of Appeals, 1990)
Gorbett v. Claycamp
553 N.E.2d 475 (Indiana Supreme Court, 1990)
Gorbett v. Claycamp
543 N.E.2d 401 (Indiana Court of Appeals, 1989)
Kudrna v. Comet Corp.
572 P.2d 183 (Montana Supreme Court, 1977)
White v. Household Finance Corporation
302 N.E.2d 828 (Indiana Court of Appeals, 1973)
Rudd v. Anderson
285 N.E.2d 836 (Indiana Court of Appeals, 1972)
BRUGGNER v. Shaffer
210 N.E.2d 439 (Indiana Court of Appeals, 1965)
Knab Co. v. St. Mary's Hospital, Inc.
286 F.2d 854 (Seventh Circuit, 1961)
Marx v. State
141 N.E.2d 126 (Indiana Supreme Court, 1957)
STATE EX REL. SAVERY ETC. v. Criminal Court of Marion County
130 N.E.2d 128 (Indiana Supreme Court, 1955)
United States v. Blevens
5 C.M.A. 480 (United States Court of Military Appeals, 1955)
Van Winkle v. Van Winkle
118 N.E.2d 389 (Indiana Court of Appeals, 1954)
Bryant v. Owens
111 N.E.2d 804 (Indiana Supreme Court, 1953)
McCague v. New York, Chicago & St. Louis Railroad
71 N.E.2d 569 (Indiana Supreme Court, 1947)
Marks v. State
40 N.E.2d 108 (Indiana Supreme Court, 1942)
Keeshin Motor Express Co. v. Glassman
38 N.E.2d 847 (Indiana Supreme Court, 1942)
Transbay Const. Co. v. City and County of San Francisco
35 F. Supp. 433 (N.D. California, 1940)
State Life Insurance v. Thiel
20 N.E.2d 693 (Indiana Court of Appeals, 1939)

Cite This Page — Counsel Stack

Bluebook (online)
82 N.E. 52, 170 Ind. 328, 1907 Ind. LEXIS 9, Counsel Stack Legal Research, https://law.counselstack.com/opinion/cleveland-cincinnati-chicago-st-louis-railway-co-v-moore-ind-1907.