Dolezal v. Bostick

1914 OK 82, 139 P. 964, 41 Okla. 743, 1914 Okla. LEXIS 223
CourtSupreme Court of Oklahoma
DecidedFebruary 28, 1914
Docket2998
StatusPublished
Cited by24 cases

This text of 1914 OK 82 (Dolezal v. Bostick) is published on Counsel Stack Legal Research, covering Supreme Court of Oklahoma primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Dolezal v. Bostick, 1914 OK 82, 139 P. 964, 41 Okla. 743, 1914 Okla. LEXIS 223 (Okla. 1914).

Opinions

Plaintiffs in error will be designated as defendants and defendant in error as plaintiff, in accord with their respective titles in the trial court.

On August 17, 1906, after due advertisement and upon the lowest of nine bids received, the board of county commissioners of Noble county entered into a valid and binding contract in conformity with the provisions of section 4, art. 1, c. 29, Sess. Laws 1903, the same being section 7861, Comp. Laws 1909 (Rev. Laws 1910, sec. 7441), with the Midland Bridge Company, one of the defendants, whereby this defendant undertook to construct three bridges across principal streams in Noble county, in accord with plans and specifications prepared by the county surveyor as required by said section 4, and then on file in the office of the county clerk of said county, at an agreed price of $7,995; but on about September 3, 1906, without advertising, or any manner *Page 746 of attempt to comply with the provisions of said section 4, and in the absence of other bidders, the defendant bridge company and the board of county commissioners agreed to substitute other and different plans and specifications prepared and proposed by defendant for those of the said contract of August 17, 1906, whereby the material to be used in the bridges was to be less and lighter, and in effect the value and first cost of the bridges were to be reduced, without any reduction in the price to be paid therefor by the county, of which price the county was to pay 50 per cent. on delivery of metal, 25 per cent. on delivery of lumber, and 25 per cent. on completion of bridge.

It is contended in effect by defendants that, after the contract of August 17, 1906, the defendant bridge company discovered it was short on material called for in the plans and specifications of the contract, and that the said substitution of other plans and specifications for a bridge, with less and lighter material, was made because there was a pressing demand and need for the speedy completion of these bridges, which could be best met by such substitution, without explanation of omission of corresponding reduction in the price to be paid by the county; but, in deference to the judgment of the trial court, we must assume that the substitution of plans and specifications was not in fact, nor intended to be, for the benefit of Noble county, and was solely for the convenience and benefit of this defendant.

On September 14, 1906, the commissioners and the bridge company, without any attempt to comply with any provision of said section 4, and without any meeting of said board, entered into an agreement, purporting to be a contract, whereby the company was to construct three additional bridges across principal streams of said county in accord with the plans and specifications for the smallest and least expensive of the bridges called for by the plans and specifications of the former contract, at an agreed price of $3,800, of which the county was to pay 50 per cent. when the metal was delivered, 25 per cent. when the lumber was delivered, and 25 per cent. when the bridges were completed; and it is claimed by defendants that these three additional bridges replaced three bridges immediately theretofore destroyed *Page 747 by floods, so that an emergency existed which required that the parties dispense with the delay and formalities of compliance with said section 4; but, without indicating that an emergency agreement would be upheld as a contract in the face of the statute, in deference to the judgment of the trial court, we must assume that no emergency existed. The six bridges were actually constructed by the bridge company; but they were not in any instance constructed as required by the original plans and specifications; and the differences between the bridges for which the contract of August 17, 1906, and the agreement of September 14, 1906, called for and the bridges actually constructed were as follows: First, as to the three bridges called for by the contract of August 17, 1906: A bridge which should have been 140 feet long, with tubes 30 feet long and 36 inches in diameter, with truss 9 feet high on main span and 6 feet high on approach, with 52 2-10 cubic yards of concrete, and containing 43,062 pounds of structural steel, was made 130 feet and 10 inches long, with tubes 30 feet long and 30 inches in diameter, with truss 8 feet 6 inches high on main span, and 5 feet high on approach, with 21 6-10 cubic yards of concrete, and containing only 34,103 pounds of structural steel; a bridge which should have been 150 feet long, with tubes 30 feet long and 36 inches in diameter, with truss on main span 9 feet high and 7 feet 6 inches on approach, with 33 4-10 yards of concrete, and containing 52,026 pounds of structural steel, was made 150 feet long, with tubes 25 feet in length and 30 inches in diameter, with truss 8 feet 6 inches high on main span and 6 feet on approach, with 19 8-10 yards of concrete, and containing only 43,978 pounds of structural steel; a bridge which should have been constructed with tubes, with 16 cubic yards of concrete, and containing 12,131 pounds of structural steel, was made with eyebeams instead of tubes, with 9 cubic yards of concrete, and containing only 9,976 pounds of structural steel; and, second, the three other bridges, being the ones to which the agreement of September 14, 1906, relates, were constructed with 10 cubic yards of concrete less than required by the plans and specifications therefor. It appears that the bridges actually constructed contained at least 19,162 pounds of *Page 748 structural steel and 72 cubic yards of concrete less than required by plans and specifications called for by the contract of August 17, 1906, and the agreement of September 14, 1906; and it further appears that structural steel was worth about 7 1/2 cents per pound, and concrete $8 per cubic yard, to which advantage gained by defendant should be added perhaps the saving of the freight charges and cost of construction on account of the omitted steel, as the record indicates that the price of 7 1/2 cents per pound for steel may relate to that material before shipment for the purpose of being placed in bridges.

At the commencement of this action the warrants of Noble county had been issued and paid to the defendant bridge company to the amount of 75 per cent. of the $11,795 which the commissioners had agreed to pay for the six bridges, leaving only a balance of $2,948.75 unpaid; and, the reasonable value of the bridges as actually constructed not being shown, it does not appear whether such value had been thus paid. This action was by plaintiff, as county attorney of Noble county, against the defendant, Joseph H. Dolezal, as county clerk of that county, and the defendant bridge company, as claimant, to enjoin the clerk from issuing any warrant for any part of said balance of $2,948.75 and the defendant bridge company from collecting same. A temporary injunction was issued immediately after the filing of the petition, and was continued in force until the final hearing in March, 1911, when the same was made permanent.

The provisions of said section 4, Sess. Laws 1903, were obviously intended to prevent just what occurred in the transactions between the board of county commissioners and the defendant bridge company, out of which this suit arose, i. e.,

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Bluebook (online)
1914 OK 82, 139 P. 964, 41 Okla. 743, 1914 Okla. LEXIS 223, Counsel Stack Legal Research, https://law.counselstack.com/opinion/dolezal-v-bostick-okla-1914.