State Ex Rel. S. Monroe & Son Co. v. Tracy

196 N.E. 650, 129 Ohio St. 550, 129 Ohio St. (N.S.) 550, 2 Ohio Op. 552, 1935 Ohio LEXIS 297
CourtOhio Supreme Court
DecidedJune 5, 1935
Docket25110
StatusPublished
Cited by5 cases

This text of 196 N.E. 650 (State Ex Rel. S. Monroe & Son Co. v. Tracy) is published on Counsel Stack Legal Research, covering Ohio Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
State Ex Rel. S. Monroe & Son Co. v. Tracy, 196 N.E. 650, 129 Ohio St. 550, 129 Ohio St. (N.S.) 550, 2 Ohio Op. 552, 1935 Ohio LEXIS 297 (Ohio 1935).

Opinion

Stephenson, J.

In order to intelligently pass on the demurrer herein, the petition, excepting therefrom the exhibits “A,” “B,” “C,” “D,” “E,” “F,” and “G-,” attached to the petition, and the answer, have been fully set out herein. Four of the exhibits are photostatic copies of the final and supplemental estimates on the two proposals that constituted the basis of the contract. These estimates portray the real bone of contention in this action, but because of their volume they are not set out and when necessary they will be referred to by their letter designation.

The controversy grows out of Highway Project No. 183 in Brown and Highland counties. Because of the fact that the improvement was in two counties, two proposals were asked for by the State Highway Director, Numbers 1 and 2, but it was stipulated that the award was to be made to one contractor as one contract. The contract was designated “Unit Price Contract.” Relator thereupon submitted two proposals.

In Proposal No. 1 we find the following specifications :

*565 “T-25 84,562 sq. yds. bituminous concrete 1%" average compacted depth, using minimum of 7400 tons. Unit Price Bid 47 cts. Total Amount Bid $39744.14.”

In Proposal No. 2 the following specification appears :

“T-25 34,601.02 sq. yds. bituminous concrete surface course 1%" average compacted depth using a minimum of 3028 tons. Unit Price Bid 47 cts. Total Amount Bid $16262.56.”

We learn through the brief of counsel that T-25 is the trade name for the particular bituminous concrete required to be used on the project.

Relator was awarded the contract for this improvement and it agreed and contracted to do the work and furnish all materials according to the plans, specifications and estimates of .the State Highway Director, at a stipulated price. This contract, after setting out the contract price, further provides that “The actual sum to be paid, however, will be the aggregate total determined by the work actually performed by the party of the second part, calculated upon the unit price set out in his proposal hereto attached and made part hereof.”

The fact that this is a unit price contract cannot be escaped. A square yard of highway built according to plans and specifications was the ultimate unit. This unit, like most units, has component parts. Reference to the specifications makes it plain that each of them that could be calculated in square yards was so calculated.

In each proposal we find the following specification, “1 ton of bituminous concrete in place (to establish unit price) $6.00.”

The total yardage on this project was 119,163 sq. yds. The total tonnage of bituminous concrete was 10,428 tons. Reducing the tons to pounds we have 20,856,000 pounds. Dividing the number of pounds by the number of square yards we find that each square yard of highway of 1% inches average compacted *566 depth should, according to such specification, contain 175.02 pounds, or in round numbers 8.75 per cent of a ton of bituminous concrete. But, to use the vernacular of relator, the 1% inches average compacted depth just “would not take” the tonnage specified in the contract, but that it did take 9670.45 tons, making a difference of 757.55 tons between the estimated tonnage and the tonnage actually required to complete the work. Reducing the tons used to pounds, we have 19,340,900 divided by 119,163 sq. yds. which gives 162.3 pounds, or in round numbers 8.11 per cent of a ton. From this calculation we learn that 12.72 pounds or sixty-four one hundredths of one per cent of a ton per square yard less was used than was called for by the specifications.

To whose benefit does this inure?

Suppose, instead of being 757.55 tons long on tonnage according to the plans and specifications, it had developed that it was 757.55 tons short?

Then the contractor would have had to furnish 757.55 tons more of bituminous concrete than was set forth in the specifications and, on the unit contract basis, he would have been entitled to receive pay therefor.

The unit price contract is provided for by Section 1207-1, General Code: “The director may, if he deems it expedient, enter into any contract authorized by this act upon a unit price basis. Where a contract is entered into upon a unit price basis, the contractor shall be required to state in his bid the sum for which he offers to perform bach unit of each different kind or class of work and upon the completion of the work the quantities of each kind or class of work shall be measured and the contractor paid only for the quantities of work actually performed by him. Where the director elects to enter into a contract upon a unit price basis he may include in the estimate such reasonable sum as he may deem necessary to cover variations in *567 the actual quantities of work as compared with the estimated quantities. In the event the actual compensation earned by the contractor exceeds the estimate, any such excess shall be paid from any funds of the department which might lawfully be expended upon the improvement in question. In the event the actual compensation earned by the contractor is less than the estimate, the saving shall inure to the benefit of the state.”

Outside of the courts, the Auditor of State, the officer against whom this action is directed, has the last word in so far as the legality of state contracts is concerned. He is invested with the power under virtue of Section 243, General Code:

“The auditor of state shall examine each voucher presented to him * * * and if he finds it to be a valid claim against the state and legally due, and that there is money in the state treasury duly appropriated to pay it and that all requirements of law have been complied with, he shall issue thereon a warrant on the treasurer of state for the amount found due, and file and preserve the invoice in his office. He shall draw no warrant on the treasurer of state for any claim unless he finds it legal, and that there is money in the treasury which has been duly appropriated to pay it.”

Let it not be understood that this section renders the Auditor of State entirely immune to the extraordinary writ of mandamus. If a voucher representing a valid claim against, the state is presented to him, concerning which all the requirements of law have been complied with and it is legally due and there is money in the state treasury which has been duly appropriated to pay it, then the law specially enjoins on him as a duty resulting from his office the issuance of a warrant on the treasurer of state in payment of the claim, and the claimant is entitled to a writ of mandamus to secure his warrant if it is refused; but if the *568 claim does not meet all these requirements, it is just as much his duty to refuse the warrant.

Where a claim is questionable, the dictates of good sense and good business judgment impliedly at least demand that he refer it to the law department of the state for opinion, and be governed thereby.

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196 N.E. 650, 129 Ohio St. 550, 129 Ohio St. (N.S.) 550, 2 Ohio Op. 552, 1935 Ohio LEXIS 297, Counsel Stack Legal Research, https://law.counselstack.com/opinion/state-ex-rel-s-monroe-son-co-v-tracy-ohio-1935.