Mundy Paving & Construction Co. v. Delaware County

149 A. 171, 299 Pa. 225, 1930 Pa. LEXIS 591
CourtSupreme Court of Pennsylvania
DecidedJanuary 13, 1930
DocketAppeal, 58
StatusPublished
Cited by3 cases

This text of 149 A. 171 (Mundy Paving & Construction Co. v. Delaware County) 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
Mundy Paving & Construction Co. v. Delaware County, 149 A. 171, 299 Pa. 225, 1930 Pa. LEXIS 591 (Pa. 1930).

Opinion

Opinion by

Mr. Chief Justice Moschzisker,

This is an action in assumpsit brought by a corporation which contracted with the County of Delaware to build a bridge over a stream of water running through the City of Chester, in accordance with certain plans and specifications. The specifications expressly provided, inter alia, that plaintiff was to “remove the existing substructure” of the old bridge; also, that the work involved should “include the demolition of the existing *229 substructure......now on the site of the new bridge.” In the course of this work, preparatory to excavating for the east abutment of the new bridge, it was discovered that practically the entire area for excavation was occupied by a network of piles, driven to rock bottom, which supported timbers, laid lengthwise and crosswise in two layers, composing a platform, 80 feet by 10 feet, which sustained the east abutment of the old bridge. Plaintiff found that the digging apparatus provided would not move this wooden substructure, and, as a consequence, it had to resort to the slower and more expensive process of hand labor. The present action is to recover the cost of this work and other additional expenses to which plaintiff claims it was put by reason of the obstruction formed by the piling and cribbing.

The claim in suit is based on three main contentions: First, that a boring plan supplied by the county commissioners, at the time contractors’ bids were called for, “represented,” as plaintiff alleges, that “no obstruction existed between the surface of the ground and the rock elevation, to which [the contractor] was required to excavate,” further, that “no material except earth [would be found] between the base of the abutments of the old bridge and the rock elevation, to which excavation was required,” and that, since this was not the true state of affairs, the plan in question amounted to a misrepresentation by defendant; second, that the existence of this network of timber was well known to defendant and unknown to plaintiff, and, since the latter could not discover the obstruction by investigation in conformity with the best practice prevailing in the business of construction engineering or by the exercise of reasonable care and diligence, there was a duty of disclosure on the former, which it did not fulfill; third, that, promptly upon discovery of the wooden substructure, which plaintiff alleges constituted a discrepancy between actual conditions and those represented by defendant’s boring plan, it verbally notified defendant thereof, through *230 County Commissioner James M. Hamilton, and the county engineer, S. C. Hollister, and the former, whom plaintiff regarded as defendant’s authorized agent, instructed the contractor to proceed with removal of the piling and cribbing, at the same time stating that the additional cost thus entailed would be repaid. Plaintiff alleges it followed this instruction to the amount of damage in suit. The trial court, which, by agreement, heard the case without a jury, resolved all three points against plaintiff and entered judgment for defendant; hence this appeal.

On the first point, the court below found that the plan above mentioned as containing no indication of the wooden substructure, showed six separate borings, all of which were obviously, and admittedly, outside the line of the east abutment of the old bridge. As against the testimony of the president of plaintiff corporation, that he understood this boring plan to be a drawing prepared for the purpose of showing all conditions between the surface of the ground and the underlying rock elevation in the vicinity of the work to be done, the preponderance of expert testimony (proof of this character being used by both sides) was to the effect that the plan evidently was made for the purpose of indicating the rock elevation, and did not pretend to give information concerning the nature, -of the material in general which the contractor might have to excavate to prepare a place for the new east abutment. The court below found accordingly, and in this we see no error. True, plans submitted by defendant to plaintiff, prior to the making of the contract, indicated that the excavating would require the removal of all old caissons, abutment masonry and earth, but there is nothing on any of these drawings to suggest that they were intended to indicate the entire composition of the old abutment and its supports, which had to be removed by the contractor. So far as the boring plan is concerned, it may be granted that it was intended to show the rock elevation, not only at the *231 points where the borings, indicated thereon, were made, but throughout the whole area involved; and the court below well states, if one were justified in assuming, as plaintiff did, that this drawing indicated nothing other than soft earth between the ground elevation and rock surface, still he could not claim to have been misled thereby, for the plan in question showed no borings through the substructure of the abutment, and, in point of fact, there was nothing other than soft earth between the ground elevation and rock surface at any of the boring points indicated thereon. In the words of the court below: “The plan of borings at the six points furnishes no valid basis for the assumption that nothing but [soft earth] would be encountered at other places in the vicinity,” particularly actually under the bridge abutment. Therefore, even though it be assumed that the plans furnished plaintiff by defendant were intended to indicate, as far as they went, the character of work which plaintiff was to do in the fulfillment of its contract, yet the boring plan, showing conditions as they appeared at the several points where borings were made, cannot justifiably be construed, in accord with plaintiff’s contention, as such a representation by defendant concerning subsurface conditions in the vicinity of the bridge, — and, perforce, under the old abutment, — as to charge defendant with misrepresentation. In short, it cannot properly be said that this plan showed or suggested that no obstructions of the character encountered existed in the area to be excavated; the most that it indicated was that there were no such obstructions at the places the borings were made, which, admittedly, were outside the line of the bridge abutment.

To continue our consideration of appellant’s first point; it assumes that, since one purpose of the borings was to make available to bidders information from which they might draw a conclusion as to conditions within the circle of the borings, this information was intended, as in Christie v. United States, 237 U. S. 234, 242, *232 largely depended on by it, to be the sole source from which conclusions as to the character of the material for excavation were to be drawn. Obviously, this is not the fact, for a provision in the present contract negatives such an idea and shows a definite intention “to leave the matter [of possible hidden obstacles] open to the independent investigation” of the contractor (see Hollerback v. United States, 233 U. S. 165, 172).

Free access — add to your briefcase to read the full text and ask questions with AI

Related

Gallagher v. Unemployment Compensation Board of Review
24 A.2d 627 (Superior Court of Pennsylvania, 1941)
Merchants' Warehouse Co. v. Hitchler
7 A.2d 455 (Supreme Court of Pennsylvania, 1939)
O'Neill Construction Co. v. Philadelphia
6 A.2d 525 (Supreme Court of Pennsylvania, 1939)

Cite This Page — Counsel Stack

Bluebook (online)
149 A. 171, 299 Pa. 225, 1930 Pa. LEXIS 591, Counsel Stack Legal Research, https://law.counselstack.com/opinion/mundy-paving-construction-co-v-delaware-county-pa-1930.