72 A. 775 | Md. | 1909
This is an action upon a bond executed by the United Surety Company, the defendant below, to Clinton Summers, the plaintiff below, given to secure the faithful performance by Engelbert C. Lawrence of a certain agreement in writing between him and said Summers, under seal, for the furnishing and erection of all the re-inforced concrete work in and about a certain building then in course of erection for said Summers upon the northeast corner of Eutaw street and Cider alley in the City of Baltimore, "said building to have a frontage of forty-nine feet and ten inches on Eutaw street and one hundred and three feet on Cider alley."
The declaration contained five counts. The first count set out in full the said agreement between Summers and Lawrence, dated May 17th, 1906, which is in the usual form of such contracts adopted in Baltimore, and it also alleged that on the same date the said Lawrence, for the purpose of securing the due performance of his said agreement, delivered to said Summers a bond in the penalty of $30,000, executed jointly by himself and said Surety Company, and then set out the same in the precise words and figures thereof. This was signed and sealed by the Surety Company, and was signed, but not sealed by said Lawrence.
The first count then further averred that "said Lawrence entered upon the performance of said contract, and did work and furnished materials in and about said building, but did not well and truly keep and perform his said contract, but on the contrary broke the same in the particulars following, to wit, that he did not do his work in a good, workmanlike, substantial and efficient manner, nor did he furnish good and satisfactory material in and upon said building, and that the work and materials, so far as the same were furnished by him, were not satisfactory to J.H. Walsh Bro. the architects and builders named in said contract, to whom, by the express terms of said contract, said work and materials were to be satisfactory, to the great damage of the plaintiff, whereby a right of action hath accrued to the plaintiff against the *105 defendant upon the said bond to recover in respect of said damage."
The second count, "for a further breach of said bond," alleged that after entering upon the performance of said contract, said Lawrence "wrongfully and wilfully abandoned the performance of said contract" whereby a right of action had accrued upon said bond.
The third count, "for a further breach of said bond," alleged that the work specified in said contract, and in the accompanying specifications forming a part of said contract, was not completed and finished in seventy working days as stipulated in said contract, "whereby the plaintiff became entitled by way of liquidated damages to the sum of $50 for each and every day in excess of seventy working days (the said number of days so in excess amounting to 250 days), which said liquidated damages the said Lawrence had failed and refused to pay," whereby a right of action had accrued upon said bond.
The fourth count, "for a further breach of said bond," alleged that after said Lawrence abandoned said contract, notice thereof was thereupon given to said Surety Company by the plaintiff by registered letter, as required by the terms of said bond, and that thereupon the defendant assumed said contract and sublet the same for completion, but did not complete the same and left the same unfinished, whereby a right of action had accrued upon said bond.
The fifth count, "for a further breach of said bond," alleged that the defendant after assuming said contract as alleged in the fourth count, proceeded in the completion thereof in an unskilful and unworkmanlike manner, using inadequate and insufficient materials in a negligent way, and unreasonably delayed the work, so that it was not done in accordance with the specifications nor within the stipulated time, whereby a right of action had accrued upon said bond.
The declaration then alleged that as to each of said five counts, and each and all of the breaches of said bond therein mentioned, the plaintiff had performed all the conditions required *106 of him in said contract and bond, and that by reason of said breaches of said contract by Lawrence, and the breaches of said bond by the defendant, a right of action had accrued upon said bond to recover in respect of each and every breach set out in said five counts, and claimed $30,000 damages.
The defendant demurred to the declaration and to every count thereof, and this demurrer was overruled. We have fully outlined the structure of every count in this declaration, in order that the demurrer might be the better understood when considered.
A bill of particulars was then demanded and furnished, in which was itemized all the work and materials done and furnished to make the building conform to the contract, with the date of each item.
The defendant then pleaded sixteen pleas, some alleging breaches by the plaintiff of the covenants on his part in said contract, and of the conditions of the bond imposing obligations upon him, and others denying the breaches of said contract by Lawrence, and of said bond by the defendant, complained of in the declaration. Upon some of these pleas the plaintiff joined issue, and replied to others, and the defendant rejoining, joined issue upon these replications. The case went to trial before a jury, and a verdict was rendered for the plaintiff for $5,088.06, and judgment was entered thereon in proper form, from which both parties have appealed.
The plaintiff took three exceptions, two to the rulings of the Court upon motions to strike out certain testimony admitted subject to exception, and one to the rulings on the prayers; and the defendant also took three exceptions, two to rulings upon the evidence and one to the rulings on the prayers.
The plaintiff offered two prayers. The first, in substance instructed the jury that if they found certain enumerated facts, the plaintiff was entitled to recover such sum as the jury should find to be reasonably necessary to be expended in strengthening the first and second floors, and the back stairway; *107 in temporarily covering and protecting the collapsed roof, and permanently restoring the same to conform to the contract; and also to make the first and second floors as completely fireproof as they would have been if the contract had been fully performed in every respect so far as the said first and second floors were concerned.
This prayer was granted. The second prayer asked an instruction that the plaintiff should recover, by way of additional damages, the sum of $50 for every day in excess of seventy working days occupied by Lawrence and the defendant upon said work, excluding from said seventy days all other working days during which the jury should find the work was delayed by the architects and builders of the plaintiff, from the time of the commencement of the work down to the time when the jury found the plaintiff took possession of the building, and this prayer was refused. We shall request the reporter to set these out in full.
The defendant offered twenty-eight prayers.
The 1st, 2d 3rd, 4th, 5th, 6th and 7th were abandoned in this Court, having been refused below, and the 11th, 12th, 20th, 21st, 22d 23rd, 26th, 27th and 28th were also refused. The 8th, 9th, 10th, 13th, 14th, 15th, 16th, 17th, 18th, 19th, 24th and 25th were granted. There were some special exceptions by the plaintiff to the granting of some of the defendant's prayers which will be noticed hereafter.
The first question arises upon the demurrer to the declaration.
The reference of the defendant in this Court to this question is contained in the following extract from its brief: "There are what purport to be five counts in the declaration, but in reality, there is one count only, and that is the first count. The remaining counts should have been held bad on the demurrer which was interposed. The first count is complete in itself, but the damages recoverable thereunder, are in express terms limited to such as arose for defective materials and workmanship during the time Lawrence was on the job down to Aug. 11, 1906. We take it to be clear that *108 the remaining counts are fatally defective and should be tested as though the first count were bad on demurrer. Neither count subsequent to the first, states in itself a cause of action." This does not clearly point to any specific defects, and the only inference suggested is that the contract and bond should have been set out in each count. The plaintiff's brief however discusses some grounds taken by the defendant in the Court below which will be briefly referred to.
First however we will notice the plaintiff's contention that this demurrer is joint and not several, and must therefore be overruled if there is one good count, as we understand the defendant to concede there is, in the extract from his brief above. Such is the undoubted rule of pleading, but the exact language of this demurrer is, "to the plaintiff's declaration and to every count thereof." We should hold this to be several, as well as joint, if there were no express authority therefor, but the precise question has been decided in Sanford v. Geddes,
But we are of opinion each of the counts in the declaration before us is good. We are informed that it was objected below to the first count that it does not contain the specifications and drawings referred to in the contract. It was not necessary *109
it should contain them. It was not even necessary to set out the contract in hoec verba, or to set out the bond, or file a copy of it. 1st Sup. Enc. Pl. Pr., 590. Bank of Timmonsville v.Fidelity Co., 120 Fed. Rep. 315; Armstrong v. Robinson, 5 G. J. 412, approved in Neale v. Fowler,
In reference to the objection that none of the remaining counts in themselves states a cause of action, it will be sufficient to cite Griswold v. Ins. Co., 3 Cowen, 97, in which it was said that: "In declaring upon a contract which is sufficiently stated in the first count, it need not be repeated in subsequent counts in the same declaration; it is enough to declare it is the same as set forth in the 1st count." As to the second count we are informed it was contended below that it should have negatived matters of defeasance afterwards set up in some of the pleas filed. But the authorities are otherwise. Booth v. Comegys,
Minor, (Ala.) 210; Mix v. Page,
It was also objected below to the third count that it did not designate with sufficient particularity the 250 days for which liquidated damages were claimed, and to the fourth that it did not state the date when Lawrence abandoned the contract, and when notice thereof was given to the defendant. But these we think were matters of evidence. 1st Poe's Pleading, sec. 550; Ruby
v. State,
We are told it was contended below that the fifth count was bad for duplicity, in that it set forth two distinct causes of action. This, if true would be ground of demurrer. Milske v.Steiner,
The defendant's first exception was to the refusal to admit in evidence a report made by Mr. Keyser, an engineer, of an inspection made by him of this building in March, 1907. There was no authentication whatever of this paper. Wigmore in his work on Evidence, Vol. 3, sec. 2130, says: "A writing purporting to be of a certain authorship cannot go to the jury as possibly
genuine, merely on the strength of this purport; there must be some evidence of the genuineness (or execution) of it." In St.Louis Loan Co. v. Yantis,
The defendant's second exception was to the refusal of the Court to strike out the testimony of the plaintiff Summers with reference to the provisions of the contract for the payment of $50 per day, in case of delay. This will be considered in connection with the prayers on both sides relating to liquidated damages.
The plaintiff's first bill of exceptions was to the refusal of the Court to strike out the blue prints marked "Defendant's Exhibits A., A 2, B, C, D, and each of them," which had been admitted subject to exception, after having been previously *111 twice refused admission. The plaintiff practically admitted in his brief that their admission worked no injury to him, and we need only say that we think they were properly admitted.
Plaintiff's second exception was to the ruling of the Court in striking out (1) Summers' testimony that he could have rented his old building from January 1, 1907, if he had gotten possession of the new building before that time, and Martien's testimony as to its rental value; and (2) Martien's testimony as to the rental value of the new building. We think the ruling as to the old building was correct, because he had leased the old building for three years ending February 29th, 1908, long before he contracted with Lawrence for the new building, and the rental value of the old building was not in issue in the case. The rental value of the new building stands upon different ground. The plaintiff was entitled either to liquidated damages, if the true construction of the contract provided for such, or if it did not, one element of damage was the loss of rental value of the new building while he was kept out of it by the fault of Lawrence or of the defendant. It was inconsistent, as we think, for the Court to rule as it did in this exception, that evidence of that rental value could not be received, and then to rule as it did on the prayers that liquidated damages could not be recovered. CentralTrust Co. v. Arctic Machine Co.,
Before taking up the prayers it will be necessary to refer to certain provisions of the contract and specifications.
Clause 1 of the contract requires the building to have a frontage of 49 feet 10 inches, conformably to the drawings and specifications thereto annexed.
Clause 2 requires the work to be satisfactory to the owners, architects and builders.
Clause 3 that the specifications and drawings shall co-operate.
Clause 9 that in case the work is not completed within 70 *112 working days, the contractor shall pay the owner $50 for every day in excess of 70 days occupied in the work.
Clause 10 that in case of completion in less than 70 working days the owner shall pay the contractor $50 for every day of said 70 days not occupied in said work.
Clause 11 that the contractor shall give bond in $30,000 for the faithful performance of every provision of said contract.
Clause 13, for payment of contract price in certain instalments at specified times, amounting to $10,900, and the balance $2,725, upon satisfactory completion of the whole work. There has been paid $9,300, and there remains unpaid $4,325, one of the questions now in dispute being whether this sum is now due and demandable by the surety in this case.
The specifications require "all work and material to comply in every respect with the building laws of the City of Baltimore and with the directions of the Inspector of Buildings, all of which are to be considered a part of the specifications and contract."
The drawings annexed to the contract are designated in the specifications, and were offered in evidence by the plaintiff below, but by agreement of counsel neither these drawings, nor those offered by the defendant and admitted ("A, A 2, B, C, D") are embraced in the record, the agreement of counsel providing that any of these drawings might be used by either party at the hearing in this Court, and the drawings offered by the defendant as above designated were so used.
The specifications contain this provision: "Name separate price for construction of north side of building on reinforced concrete columns and girders in place of wall sufficient to add additional 15 feet in width to present building at any time; to have curtain wall of brick."
Here we may pause to observe that these specifications do not designate the location of this north girder otherwise than by describing it as "in place of north wall." *113
The curtain wall mentioned in the specifications is a 13-inch wall carrying no weight, and designed only to close the north side of the building, all the weight being carried on the columns, and the north girder, which takes the place of the wall.
The specifications provided that the first and fifth floors should carry 175 pounds, and the second, third and fourth floors, 225 pounds to the square foot, "all to be with safety factor offour," which the testimony shows means that the floor should not break under less than four times the weight it is required to carry.
We will now turn to the prayers, and will take up first the defendant's twenty-seventh prayer, which seeks to discharge the surety from any liability on the bond on the ground of a material alteration in the plans and specifications and construction of the concrete work by reason of the alleged change in the location of the north girder.
It will be seen that through some error in preparing the record or some possible inadvertence in drawing the prayer, its language is very confused and difficult to understand, but we will assume that the jury understood it as presenting the proposition we have stated. The plaintiff specially excepted to this prayer upon the ground that there was no evidence legally sufficient to show that the original contractor moved this girder from the position indicated in the plans and specifications, or that because of said removal the plaintiff gained 200 square feet of floor space, or that the cost of said removal was about $200, and that the same was not included in the original contract, plans and specifications. This exception was sustained and the prayer was refused.
There was evidence showing that the architects required Lawrence to change the location of this girder from the centre of the columns where he had begun its construction, to the north side of the columns, and from the position apparently indicated for it, by the line drawn through the centre of the columns on the drawings, B. C. prepared by the contractor, after theexecution of the contract and the preparation *114 of the plans which were annexed to the contract as a part thereof. But this does not tend to show that this was a change of location from its position as determined by the drawings and specifications annexed to the contract which alone constitutethe original and satisfactory source of proof, and we have the uncontradicted evidence of the architects that no change was made in these drawings or specifications; nor in the constructionprovided for by them, and E.L. Walsh, who was the member of the architects' firm especially in charge of and familiar with these drawings, testified positively that these drawings did not show any location for this girder. Lawrence, about the time he commenced work, June 18th, 1906, or a little before, prepared his own working plans, which were submitted to the Building Inspector, approved by him, and lodged with him, and Lawrence testified that the drawings A, A2, B, C D, were duplicates ofhis originals, but there was no proof that they were duplicates or accurate copies, or copies of any sort, of the architects' drawings annexed to the specifications.
Moreover the language of the specifications is, we think, in the absence of other proof, conclusive, as Walsh testifies, that this girder was designed by them to be located on the north side of these columns and to be flush with their north edge. It is perfectly manifest from these specifications, that if the same character of wall had been provided for the north side as for the other sides of this building, its outer edge would have coincided with the line of the outer edge of the columns actually provided for, since otherwise the building would not have had the required frontage of 49 feet 10 inches, and this follows from the very language of the specifications, "girders in place of wall sufficient to add 15 feet in width to present building, to have curtain wall of brick." The specifications declare that "all figures are to be taken in preference to measurement by scale." It is a general rule of construction that where words and figures are inconsistent, the words shall govern, and even if the architects' drawings had been shown to indicate by a mere line an apparent location *115 for this girder, that could not properly be held to control the clear language of the specifications. It should be observed that this girder was to be 10 inches wide by 28 inches deep, and that Lawrence's drawings do not attempt to show these dimensions drawn to scale, but merely indicate the girder by a single line. The approval of Lawrence's drawings by the Building Inspector indicated only his approval of the safety of the proposed structure and could not have the effect of substituting those drawings for the architects, or effecting a change in the location of this girder, This being our view of the testimony it is unnecessary to discuss the legal principles applicable to the effect upon a surety of an alteration in the principal's contract, or the cases cited by the defendant in support of this prayer. We must hold this prayer was correctly refused, and the special exception correctly sustained.
The defendant's 28th prayer asserts that if under the original plans and specifications, Lawrence was to erect a stairway between the first and second floors, and that this was omitted by Lawrence at the request of the architects, and that Lawrence was nevertheless paid therefor, and no notice in writing of said omission, or said payment, was given to the Surety Co. immediately after such payment, then the verdict must be for the defendant.
This prayer is founded upon the following term of the bond: "The said Surety shall be notified in writing of any act on the part of the principal or his agents or employees which may involve a loss for which said surety is responsible hereunder, immediately after the occurrence of such act shall have come to the knowledge of said obligee," or to any representative duly authorized by him as such. It is difficult to understand, how the omission of this stair-case, or the payment therefor, as if it had been constructed by Lawrence, could involve any loss to the surety, when the omission was at the plaintiff's request, and when the surety is credited in the bill of particulars with the payment therefor as part of the $1,600 paid Lawrence August 11, 1906, and when no *116
claim is made on account of the second payment to Walsh for putting the stair-case in. Without in any way withdrawing or modifying anything that has been heretofore held by us as to the strict right of a surety to stand upon the very terms of his contract, we do not think that doctrine can be invoked for the release of the defendant for the reason urged. See Leghorn v.Nydell,
By granting the defendant's 8th, 9th and 10th prayers, and refusing the plaintiff's second prayer the jury were instructed that there could be no recovery under the ninth clause of the contract relating to the payment of $50 per day for delays, thus holding that this stipulated sum was a penalty and not liquidated damages.
Willson v. Mayor and City Council of Baltimore,
* * * A stipulation to pay a specified sum upon the non-performance of a contract is regarded as a penalty rather than as liquidated damages, if the intention of the parties as to its effect is at all doubtful or is of equivocal interpretation, * * * or where the agreement is certain and the damages for a breach thereof are easily and exactly ascertainable. Finally, the tendency of late years has been to regard the statements of parties as to liquidated damages in the light *117 of a penalty unless the contrary intention is unequivocally expressed, so that harsh provisions will be avoided and compensation alone will be awarded." The case then before the Court was a suit by Willson to recover a deposit of $500, which he had made in connection with a bid for some public work for the performance of which a bond was required. Failing, without fault on his part, to secure bond, the City re-advertised for bids and the contract was awarded at a much lower figure to another person, so that the City sustained no loss whatever. The form of bid required stipulated that "if the successful bidders entered into contract with bond without delay their checks will be returned as will those of unsuccessful bidders." Construing that provision the Court said: "It would be unconscionable for the City to retain the $500 as stipulated and liquidated damages for a technical breach which has occasioned no appreciable injury."
These utterances of the late distinguished Chief Judge of this Court are in accord with the views of the majority of the Courts of the country, and their application to the case before him evinced his sound and wise judgment. How shall they be applied to the case we now have before us?
In the latest case in this State, Filston Farm v.Henderson,
In Ward v. Hudson River Building Co.,
In Texas and St. Louis R.R. v. Rust, 19 Fed. Rep. 239, a stipulation for a payment of $1,000 per week for non-completion of a bridge was held a stipulation for liquidated damages. The Court observed that the stipulation was not for a large sum in gross, or for any mere technical breach, and that "the damages are graduated according to the time the delay continues, and are not excessive or unreasonable."
In U.S. v. Bethlehem Steel Co.,
In Clydebank Eng. Co. v. Don Jose Ramos [1905] Appeal Cases, N.S. 6, there was a contract to build four torpedo boats for the Spanish Government within certain dates, with a penalty for later delivery at the rate of £ 500 per week for each vessel.
It was held that the mere use of the word penalty, on one side, or damages, on the other, is not conclusive as to the rights of the parties. LORD HALSBURY said, speaking of the stipulation: "It was not intended merely as something intenorem; both parties recognized the importance of time, and it is impossible to lay down any abstract rule as to what may be extravagant or unconscionable;" and the stipulation was held to be a stipulation for liquidated damages.
LORD DAVEY delivered a separate concurring opinion, citingLord Elphinston v. Monkland Iron Coal Co., 11 Appeal Cases, 332, in which LORD WATSON said: "When a single lump sum is made payable by way of compensation on the occurrence of one or more of several events, some of which may occasion serious and others but trifling damage, the presumption is that the parties intended the sum to be penal and subject to modification. The payments stipulated here are not of that character; they are made proportionate to the extent to which the respondent may fail to fulfil their obligations, and they are to bear interest from the date of the failure. I can find neither principle nor authority for holding that payments so adjusted by the contracting parties, with reference to the actual amount of damages, ought to be regarded as penalties." LORD DAVEY then proceeded to say: "Courts can only refuse to enforce performance of such an obligation when the payments specified could not possibly have formed a genuine pre-estimate of the creditor's possible or probable interest in the performance of the principal obligation." *120
The analogy between the present case and the case of theBethlehem Steel Co., in 205 U.S., supra, cannot escape observation. In this case, the stipulated sum of $50 per day is not only charged to the contractor in event of delay beyond the seventy working days, but it is charged against the owner infavor of the contractor, in event of completion before the expiration of the seventy days, showing that both parties regarded time as of the essence. Moreover, all that has been said in the cases cited as to the difficulty of proving the loss and estimating its money value is applicable to this case, in which the plaintiff was seeking new quarters for an established and growing business, the transfer of which was delayed by the failure to complete the new building according to contract.
Again, the same construction should surely be given to clause nine, which relates to delay in completion, as to clause ten, which relates to anticipation of completion. There should be uniformity of construction and mutuality of application. If the contractor had completed the work in sixty-nine days, would he not have been clearly entitled to $50, and if he had completed it in sixty days, would he not have been clearly entitled to $500? On the other hand, if he had occupied seventy-one days, would he not have been liable to the owner for $50, or if he had occupied eighty days would he not have been liable for $500? We think he would, unless it can be said that $50 for one day is an unconscionable amount, and we do not think this can be contended. If the rate per day is not excessive or unconscionable in itself, it cannot be made so by continued delay in performance. From every point of view of this question we are forced to the conclusion that this stipulation was for liquidated damages, and that the learned Judge erred in refusing the plaintiff's second prayer and in granting the defendant's eighth, ninth and tenth prayers.
The defendant's twentieth prayer asked the Court to instruct the jury that it is conceded in this case that the sum of $4,325, being a balance of the contract price, is due and unpaid, and that $1,600 thereof bears interest from the time *121
the roof was on and complete and ready for slag roofing, and that the balance bears interest from the completion of the whole concrete work; but the prayer was refused. This prayer assumes
that $4,325 was due to the plaintiff, whereas that was emphatically contested by the plaintiff. Under the contract, out of this balance, which was conceded to be unpaid, but denied to be due, $1,600 was due when the roof was on and complete and ready for slag roofing, and the balance upon satisfactory completion of the whole work. The defendant's letter of January 30, 1907, admits the work was not then completed, and there is no evidence of its subsequent completion. Both the Walshes and Summers testified the work was not completed at the time they testified. Rejected prayers do not come within the scope of sec. 9 of Art. 5, and no special exception on the ground that the prayer assumes a fact is necessary in such case. Mylander v.Beimschla,
The defendant's fourteenth, fifteenth, seventeenth, eighteenth, nineteenth, twenty-fourth and twenty-fifth granted prayers were not argued and were apparently conceded, and we are of opinion they were correctly granted.
The defendant's eleventh and thirteenth prayers relate to the correctness of the tests applied to the first and second floors and to the roof. They both assume that the primary tests of these floors made were satisfactory and conclusive, and they ignore the safety factor of four, which by the express terms of the specifications was made an element of these tests. For these reasons we think the eleventh was correctly refused, and the thirteenth, which was granted, should have been refused. We also think the plaintiff's special exception to the thirteenth prayer on the ground there was no evidence legally sufficient to show that the shrinkage or faults in the concrete work were due to the application of tests not justified by the specifications should have been sustained.
The defendant's twelfth prayer was based upon a theory that the defects alleged in the beams of the first and second floors were due to the increase of cement in the beams and *122 slabs of the third, fourth and fifth floors as required by the Building Inspector and that consequently there could be no recovery for such defects in the beams of the first and second floors. The special exception to this prayer for want of legally sufficient evidence was properly sustained and the prayer properly refused.
The defendant's sixteenth (granted) prayer limits the recovery for reinforced steel work and fireproofing the same to the eleven beams which actually broke under the tests made. This was error for two reasons — first, because there was evidence that one of the main girders, as distinguished from the beams, was of bad material and required reinforcement; and, second, because there was evidence tending to show the necessity of general steel reinforcement to make the building sufficiently strong, and of fireproofing of this steel work to make the building fireproof, as required by the contract. Both these questions of fact should have been embraced in the prayer for the jury to pass upon.
The defendant's twenty-first prayer is objectionable upon the same ground we have sustained as urged against the twentieth prayer.
We have been referred to Stehle v. United Surety Co.,
The defendant's twenty second prayer was properly refused because it asserted that the defendant was entitled to charge the plaintiff with the reasonable cost and expense of the extra labor and material caused by the requirement that the steel *123 rods reinforcing the concrete should be increased in number and the slabs made thicker in the third, fourth and fifth floors, the proof being that the Building Inspector required this, whose requirements were by the specifications expressly declared to be a part of the contract, and were therefore taken into account in the contract price.
The defendant's twenty-third prayer asked an instruction that plaintiff should be held liable to the defendant for the cost of replacing two slabs and one beam in the basement, if the jury found their condemnation was not because of bad material furnished or work done by the contractor, "but for causes for which the plaintiff was responsible." There was evidence tending to show that plaintiff's agents and employees dumped piles of bricks upon the cement slabs of this basement while it was green and not fully set, and if this prayer had specifically referred to these acts of plaintiff's agents and employees, as disclosed in the evidence, we think it would assert a correct proposition, but as framed we think it was correctly refused.
The defendant's twenty-sixth prayer is subject to the same objections which we have said required the rejection of its sixteenth prayer.
The plaintiff's first prayer, which we have already referred to, fully and fairly presented the propositions it asserted, and we think it was properly granted.
For the reasons stated the judgment must be reversed.
Judgment reversed and cause remanded. The costs below to bepaid by the United Surety Company. The costs of this appeal to beequally divided between the parties. *124