Clark County Construction Co. v. State Highway Commission

58 S.W.2d 388, 248 Ky. 158, 1933 Ky. LEXIS 207
CourtCourt of Appeals of Kentucky (pre-1976)
DecidedMarch 14, 1933
StatusPublished
Cited by6 cases

This text of 58 S.W.2d 388 (Clark County Construction Co. v. State Highway Commission) is published on Counsel Stack Legal Research, covering Court of Appeals of Kentucky (pre-1976) primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Clark County Construction Co. v. State Highway Commission, 58 S.W.2d 388, 248 Ky. 158, 1933 Ky. LEXIS 207 (Ky. 1933).

Opinion

Opinion op the Court by

Creal, Commissioner—

Affirming.

By chapter 66, Acts of the G-eneral Assembly of 1926, the Clark County Construction Company, a corporation, was authorized to institute and prosecute an action in the Franklin circuit court against the state highway commission for the purpose of determining whether the state of Kentucky owes the construction company any further sum on account of the construction or reconstruction of a portion of federal aid project No. 17 in Clark county. Pursuant thereto the construction company did institute such action, but the court sustained a demurrer to its petition as amended and, upon its failure to further plead, the petition was dismissed and it is prosecuting this appeal.

As appears from the record, appellant under competitive bidding was awarded a contract to construct. 6.3 miles of federal aid project No. 17 locally known as the Lexington turnpike, beginning in the city limi+s. of Winchester and extending toward the Fayette county line. The commonwealth of Kentucky by and. through its commissioner of public roads, Joe S. Boggs,, entered into a written, contract with appellant. The' *160 contract in substance provided that the work should be done in strict conformity with printed specifications prepared by the state department of public roads and plans therefor which were prepared by the department and which were attached to and by agreement made a part of the contract. As a consideration for the work to be done, appellant was to receive unit prices specified in' the contract. Only items specifying crushed stone and Kentucky rock asphalt are involved in this litigation. The price stipulated for these materials was $4.60 per ton for the stone and $1.40 per square yard for the asphalt. In the printed specifications, it is provided that the rock asphalt shall be spread by •hand on the base to a depth of 2 inches, carefully raked, lumps broken, and the surface made to conform to grade and cross-sections, and then rolled with a roller weighing five to seven tons.

It is alleged in appellant’s petition that section 72 of the printed specifications relating to crushed stone for the base course provided that the size of the crushed stone to be used should be such that it would pass through 3%-inch screens and would be retained by the %-inch screens. It is further alleged that the engineer in charge and control of the construction objected to the use of stone of the size specified, and required and ordered appellant in laying the top course, to use stone which would pass through 3%-inch screens, but be retained on a 2-inch screen; that by reason of using the larger stone, larger openings or interstices were left in the surface of the base course which required a greater quantity of asphalt to fill; ¿that it undertook to spread rock asphalt on the surface of the base course to a depth of 2 inches, but the commissioner and his engineer declined to permit it to spread the asphalt by hand to a depth of 2 inches and ordered, directed, and required it to spread asphalt on the stone to a depth of 3 inches; that in order to fill the interstices m the surface and to spread the asphalt to a depth of 3 inches above the surface, it was necessary to spread rock asphalt to a depth of 3% inches; that the additional 1% inches of asphalt cost $1.05 per square yard making the total cost of the rock asphalt spread, $2.45 per square yard.

It appears that appellant had been paid $1.40 per square yard for the 63,676 square yards of surface or *161 $89,147.52 and is now claiming that it is entitled to $1.05 per square yard for additional asphalt furnished or $66,860, and also to interest thereon in the sum of $20,058 to the date of filing its action.

In a second paragraph it is alleged in substance that appellant procured a large quantity of crushed stone conforming with the specifications filed with the contract in order to perform the work in compliance therewith, but that the road commissioner and his engineer refused to permit the stone so procured to be used and directed and required appellant to use the larger size stone as hereinbefore set out, and that because appellant was not allowed to use at least 12,000 tons of crushed stone which it had procured to comply with its contract, same was worthless for any other pulpóse; that the cost of the stone was $4 per ton and plaintiff was damaged in the sum of $4,800 because of the refusal to permit him to use same.

In an amended petition, it is alleged that the engineer in charge and control of the construction changed and altered the specifications for the work as hereinbefore set out and that such change altered substantially the original specifications and increased the cost of the work; that such changes and alterations were made by the engineer under the directions and order and with the knowledge of the commissioner of public roads, hut that the commissioner did not notify appellant in writing of the changes and did not enter into any agreement in writing with appellant relative to the extra amount to be paid for the increased work nor make nor require that such written agreement he entered into; that by reason of his failure to request or require agreement in writing he waived requirement that such written agreement should he entered into.

The specifications filed with and made a part of' the contract contain the following provisions:

“Section 17. Deviation from Plans and Specifications-. No person except the Commissioner of Public Roads shall have authority to revoke, alter, enlarge or change any of the provisions of these specifications or the plans for this work and if the contractor deviates from them in any particular without written authorization from the Commis- . sioner of Public Roads, he does so at his own risk *162 as payment for such work may not be approved.
“Section 18. Interpretation of Plans and Specifications : The meaning and intent of the plans and these specifications, should any question arise relative thereto, will be decided by the Commissioner of Public Roads and his decision shall be accepted by the contractor as final. Dimensions in figun s on the plans shall be accepted as the dimensions of the work though the scaled dimensions be at variance therewith. Specifications for special work and any other special specifications attached to the proposal shall be considered as a part of the^e specifications and shall take precedence over other clauses in the specifications in conflict therewith.
“Section 19. Alteration of Work: The Com missioner of Public Roads reserves and shall have the right to make such changes from time to time, in the plans and specifications as may be desiralfle or necessary to have the work done in the most satisfactory manner and such changes shall in no wise invalidate the contract, provided that such changes do not alter substantially the original plans and specifications. If any such changes should alter substantially the original plans and specifications and thereby increase or decrease the cost of the work to the contractor, an amount equal to the increased or decreased cost shall be paid to or deducted from the amount otherwise due the contractor as the case may be.

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Cite This Page — Counsel Stack

Bluebook (online)
58 S.W.2d 388, 248 Ky. 158, 1933 Ky. LEXIS 207, Counsel Stack Legal Research, https://law.counselstack.com/opinion/clark-county-construction-co-v-state-highway-commission-kyctapphigh-1933.