City of Chicago v. Agnew

182 Ill. App. 499, 1913 Ill. App. LEXIS 502
CourtAppellate Court of Illinois
DecidedNovember 3, 1913
DocketGen. No. 17,855
StatusPublished

This text of 182 Ill. App. 499 (City of Chicago v. Agnew) is published on Counsel Stack Legal Research, covering Appellate Court of Illinois primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
City of Chicago v. Agnew, 182 Ill. App. 499, 1913 Ill. App. LEXIS 502 (Ill. Ct. App. 1913).

Opinion

Mr. Justice Fitch

delivered the opinion of the court.

Appellee recovered a judgment in the Municipal Court against appellant for damages for a breach of the conditions of a bond given by John P. Agnew, as principal, and appellant, as surety, to secure the performance by Agnew of his contract with appellee for the construction of what is known as “section N of the Lawrence Avenue Intake tunnel,” in the City of Chicago. The suit was brought against both Agnew and appellant, but Agnew pleaded a discharge in bankruptcy, and this appeal only brings up the judgment against the surety company. Its defense to the action was and is that the City, without its consent, made overpayments and advance payments to the contractor and others in violation of the provisions of the contract, whereby it is claimed the surety company was released and discharged from all liability on the bond. The City does not deny that overpayments and advance payments were in fact made to the contractor and to others for his benefit, but claims that under the circumstances shown in this case, the position of the surety was not thereby changed to its prejudice, except perhaps to the extent of such overpayments.

In 1905, Agnew and appellee entered into a contract by the terms of which the former agreed to construct a concrete tunnel under the shoal water of Lake Michigan, from a point at the shore line, connecting with a conduit in Lawrence avenue, to a point approximately 1370 feet east, beyond the line of a proposed breakwater in the lake, in accordance with plans and specifications attached to and forming a part of said contract; all of the work to be done under the immediate direction and superintendence, and to the “entire satisfaction, approval and acceptance” of the Commissioner -of Public Works, who was authorized to make such alterations “in the execution of the work” as he might deem proper-or necessary, and whose decision upon “all questions arising as to the proper performance of the work” should be final; said work to begin at once and be finished on or before July 31, 1906. Appellee, on its part, agreed to pay $138.33 per lineal foot for the completed work, and agreed to issue to Agnew during the progress of the work, if the rate of progress was satisfactory to the Commissioner of Public Works, estimates in its usual form, for 85% of the “value of the work done and in place at the time of issuing such estimate,” the remaining 15% “being reserved until the final completion and acceptance of said work, at which time 2/3 of said 15% so reserved shall be paid to said contractor and the remaining 1/3 retained for one year as per specifications.” The specifications provide that on the sixth day of each month “vouchers for 85% of the estimated value of the work done the previous month” will be issued, the remaining 15% to be reserved until the acceptance of the whole work, when two-thirds of the amount reserved shall be paid to the contractor and the remainder held for one year “to' secure repair of streets, sewers, etc.” The specifications further provide that the contractor shall “furnish and put in place such shores, braces, sheeting, etc. as may be necessary for the safety of the work or the public;” that the shaft at the shore end shall be inclosed by a sheet piling protection, which is to be “permanent and to remain in place and to be included in the contract price; ’ ’ that the vertical side walls of the tunnel shall be built first in “box-headings ahead of the arch;” that the contractor shall use the pneumatic process of construction, and install a complete and adequate plant for the use of compressed air; that the contractor shall also install a pumping plant with a capacity of “12,000 gallons per minute against the head,” and shall maintain and operate the pumps day and night to discharge the sewage and storm water from the Lawrence avenue conduit into the lake, such maintenance and operation to be without “additional” cost to the City; and that oak “tubbing”'shall be used in building the upper arch, the cost of which.“in place” shall be included in the contract price.

The first estimate issued under these provisions of the contract was dated July 11,1906. It estimated the total amount due at that date for work done by the contractor to be $26,424.44, which included the estimated value of two hundred and fifty-six feet of “breakwater protection around shaft,” seventy-one feet of conduit “timbered and ready for concrete lining,” fifty-four feet of concrete lining in. place, seven hundred and fifty feet of “side wall excavation” (valued at $12 a foot), and “nine months pumping sewage.” It is evident from this estimate, which covered only about one-eighth of the estimated total cost of the tunnel, that the contractor was in no position to complete his contract before the expiration of the time limited, viz: July 31, 1906. It does not appear, however, that the City made any objection to the rate of progress, and on October 1, 1906, the city council passed an order authorizing the Commissioner of Public Works to modify the contract by extending the time of performance to May 31, 1907. The next day a supplemental agreement to that effect was signed, and on October 16, 1906, Agnew and the appellant surety company executed the bond upon which this suit was brought, for $380,000. The bond recites the making of the contract and the supplemental agreement, and is conditioned for the due performance of the same by Agnew “in accordance with the terms thereof and the plans and specifications therein prescribed.”

On October 18,1906, two more estimates were issued to the contractor, and on October 29, 1906, a fourth estimate was issued. The total amount covered by these four estimates was $50,487.44, of which 85% was paid to Agnew and the remainder reserved. In. all these estimates the “box headings” were valued at $12 a lineal foot. These box headings were timbered excavations intended to receive the concrete which formed the side walls of the tunnel. Agnew complained to the Commissioner of Public Works that the amount included in the estimates as the value of these box headings was too small, and requested an additional estimate. Thereupon the Commissioner requested the city engineer to make a special personal examination and valuation of the box headings. The engineer did so and reported that in his opinion the value did not exceed $12 a foot. Agnew persisted, however, in his claim and his request for a higher valuation, and upon this point, he testified as follows: “I told him (the Commissioner) I didn’t think I was getting enough money for those box headings and I wanted considerably more; that the amount I was getting was losing me money, and I told him I had to have at least $20 a foot for them. He said he could not award me $20 a foot himself, but that if I could have the City Council order him to so do, he would be very glad to pay me $20 a foot.” Acting upon this suggestion, Agnew succeeded in having an order passed by the city council on November 12, 1906, by the terms of which the Commissioner of Public Works was “authorized and directed * * * to estimate the cost of constructing the box headings at the rate of twenty dollars per lineal foot,” provided Agnew should first convey to the City all his right, title and interest in the plant used by him in the construction of the tunnel, “said plant to become the property of said Agnew whenever said tunnel is fully completed,” and provided further, that a bond in the sum of $40,000 be executed by Joseph Hanreddy as principal and sureties to be approved by the Commissioner conditioned for the completion of the contract by Hanreddy in case Agnew should fail to do so.

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Bluebook (online)
182 Ill. App. 499, 1913 Ill. App. LEXIS 502, Counsel Stack Legal Research, https://law.counselstack.com/opinion/city-of-chicago-v-agnew-illappct-1913.