Pennsylvania Turnpike Commission v. Smith

39 A.2d 139, 350 Pa. 355, 1944 Pa. LEXIS 566
CourtSupreme Court of Pennsylvania
DecidedMay 23, 1944
DocketAppeals, 15 and 16
StatusPublished
Cited by73 cases

This text of 39 A.2d 139 (Pennsylvania Turnpike Commission v. Smith) is published on Counsel Stack Legal Research, covering Supreme Court of Pennsylvania primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Pennsylvania Turnpike Commission v. Smith, 39 A.2d 139, 350 Pa. 355, 1944 Pa. LEXIS 566 (Pa. 1944).

Opinion

Opinion by

Mr. Justice Hughes,

The Pennsylvania Turnpike Commission, on April 17, 1939, advertised for bids on the construction of a certain section of their turnpike, which bids were due in the office of the Turnpike Commission on April 28,1939. The York Engineering & Construction Company obtained a copy of the plans and specifications and made a surfac.e examination of that section of the turnpike, which was as complete an examination as could be made in the short period of time granted in which to file bids. *357 The information contained in the plans and specifications indicated the material to be excavated would consist principally of loose earth and approximately 50,000 cubic yards of limestone, visible at the east end of the section. The York Engineering & Construction Company was awarded the contract and entered into a formal agreement to perform the work. On the plans and blueprints were set forth the estimated amounts of grading quantities. * In the contract it is set forth under Instructions to Bidders, “Each bidder shall familiarize himself with all of the attached forms, Instructions, General Conditions, Specifications, Drawings, etc., as he will be held responsible to fully comply therewith. Each bidder must visit the site and acqaint himself with conditions affecting the work.” And in Section 36 of the contract it is provided: “The bidder’s attention is called to the fact that the estimate of quantities of work to be done and materials to be furnished under these specifications, as shown on the proposal form, is approximate and is given only as a basis of calculation upon which the award of the contract is to be made. The Commission does not assume any responsibility that the quantities shall obtain strictly in the construction of the project nor shall *358 the contractor plead misunderstanding or deception because of such estimate of quantities or of the character of the work, location or other conditions pertaining thereto. The Commission reserves the right to increase or diminish any or all of the above mentioned quantities of work or to omit any of them, as it may deem necessary.” And in Section 37 it is provided: “Wherever subsurface materials information is indicated on the drawings it is understood that it was obtained in the usual manner and with reasonable care, and the location, depths and the character of the material have been recorded in good faith. There is no expressed or implied agreement that the depths or the character of the material have been correctly indicated and bidders should take into account the possibility that conditions affecting the cost or quantities of work to be done may differ from those indicated.”

Owing to the magnitude of the undertaking, four to eight weeks would have been required for a complete subsurface investigation and the engineering company was, therefore, compelled to rely on the plans as to subsurface conditions. These plans showed a factor of fill plus shrink, which indicated the character of the material to be excavated was largely loose earth, as only loose earth shrinks when mechanically moved from one place to another. The engineers for the Turnpike Commission had investigated the subsurface conditions of this section and found it to be predominantly rock, which should have shown on the plans as fill plus swell. After the contractor commenced excavating, it was discovered that the subsurface, at the point of excavation, was limestone rock containing clay seams, and this condition prevailed at each subsequent cut into the subsurface. The additional expense of working this unanticipated type of subsurface material was much greater and, on account of the swell in the waste excavation, also increased its cost of removal. The arbitrators found that the contractor could not, with certainty, determine the extent of the misrepresentations so as to justify stopping *359 the work prior to its completion. The contractor filed a claim with the Turnpike Commission, calling their attention to the errors in the specifications as well as advising the Commission that there was not sufficient time between the bid advertisement and the opening of the bids to make a subsurface investigation, and that in preparing its bids the contractor had relied on the subsurface information furnished with the plans. Under the contract, the matters in dispute were referred to the Board of Arbitrators. There was no dispute relative to quantities, but pertained entirely to the question of the subsurface material, the contractor claiming it was misrepresented on the plan. The Board of Arbitrators found the plans furnished by the Turnpike Commission misrepresented the character of the subsurface material, which amounted to a breach of contract, and awarded the appellee $149,870.84, with interest at 6% from and including June 1,1940. A petition was filed on behalf of the Turnpike Commission to vacate, modify or correct the award of the arbitrators and, after hearing, the court below affirmed the award, but disallowed interest thereon.

The Act of April 25,1927, P. L. 381, 5 PS 306, under which this proceeding was instituted, places an award on the same footing as the verdict of a jury; mistakes of law may be rectified on appeal; Philadelphia Housing Authority v. Turner Construction Company, 343 Pa. 512, 23 A.2d 426; Navarro Corporation v. Pittsburgh School District, 344 Pa. 429, 432, 25 A.2d 808; and on a motion to vacate the award of the arbitrators, every inference of fact must be drawn in favor of the party having the award. The findings which we have already outlined, which findings were found by the court below to be supported by substantial evidence, raise the question, Was the information given in the plans and specifications such a misrepresentation as to make the Turnpike Commission liable for the additional cost of excavation?

In Hollerbach v. United States, 233 U. S. 165, 58 Law. Ed. 898, the specifications stated that the dam was *360 backed with broken stone, sawdust and sediment, whereas it was actually sediment for seven feet and below that a cribwork of logs filled with stones. The contract contained cautionary provisions requiring the claimants to inform themselves of the condition of the backing of the dam. It was held: “We think this positive statement of the specifications must be taken as true and binding upon the government, and that upon it, rather than upon the claimants, must fall the loss resulting from such mistaken representations. We think it would be going quite too far to interpret the general language of the other paragraphs as requiring independent investigation of facts which the specifications furnished by the government as a basis of the contract left in no doubt. If the government wished to leave the matter open to the independent investigation of the claimants, it might easily have omitted the specification as to the character of the filling back of the dam.

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Bluebook (online)
39 A.2d 139, 350 Pa. 355, 1944 Pa. LEXIS 566, Counsel Stack Legal Research, https://law.counselstack.com/opinion/pennsylvania-turnpike-commission-v-smith-pa-1944.