Mayor of Baltimore v. Clark

97 A. 911, 128 Md. 291, 1916 Md. LEXIS 75

• Court: Court of Appeals of Maryland
• Decided: April 5, 1916
• Status: Published

Opinion

Thomas, J.,

delivered the opinion of the Oourt.

In June, 1908, the appellee entered into a contract with-the Mayor and Oity Council of Baltimore to construct a-diversion server, according to certain plans and specifications, made a part thereof, and to furnish all labor and materials necessary for that purpose. The contract contained, among-others, the following provisions:

“The Water Engineer shall have the power to make such changes in the plans or additions thereto as maybe found advisable during the progress of the work, and should such changes or additions involve the execution of a class of work not herein provided for, the Contractor shall perform the same as directed and shall be paid therefor an amount equal to its actual cost to him for labor and materials plus twelve and one-half per cent, for profit. The Contractor must submit to the Water Board satisfactory vouchers for all labor and materials furnished by him in the execution of such work, which shall be classed as ‘Extra Work’ and must be authorized in writing by the Water Engineer.”

“Payments for work shall be made as follows: On or about the last day of each calendar month, the Engineer in charge shall make an estimate of the value of the work done and material furnished to that date, and within thirty days thereafter there shall be paid to the Contractor ninety per cent, of such valuation, less previous payments. Final payment of ten percent. of the contract price may he withheld for a period of thirty days after completion and acceptance of the work in writing by the Water .Board.”

“The payment and acceptance of the amounts indicated by the Engineer in charge shall not he considered as binding upon either the Contractor or the Mayor and City Council of Baltimore should the Mayor and City Council of Baltimore have any doubt as to the accuracy and fairness of the estimate, in which event the Water Board may have a true and eoi-rect estimate made, upon which settlement shall be based, and which shall be final and conclusive.”

“The Water Board shall act as agent for the Mayor and City Council of Baltimore in all dealings with the Contractor; and the work shall be done under the supervision of the Water Engineer as President of the Board. Whenever the word ‘Engineer’ is used herein, it shall be understood as referring to a duly authorized representative of the Water Board.”

Ruder the head of specifications the contract contained the following provisions:

“Diversion Sewer with vitrified brick invert and concrete walls and arch, shall be built as shown on the plans,” &c.

“Excavated material will he classified for payment as ‘Earth,’ ‘Loose Rock’ and ‘Solid Rock.’ ‘Earth’ shall include macadam stones, loam, sand, clay, ‘soft rotten rock/ gravel or other earthy material, including boulders of volume not greater than two cubic feet. ‘Loose Rock’ shall include seamy hard rock that may be economically loosened with pick or bar in pieces of no greater volume than two cubic feet, and also boulders that may be economically broken up for removal by mudcapping or otherwise without drilling. ‘Solid Rock’ shall include solid ledges or large boulders requiring to be drilled and blasted for removal.”

“Excavated material will be paid for on ‘place measurement/ and prices shall include back fill and disposal of surplus material at points designated, &e. * * * Payments will be based on widths of trenches as follows:

In Loose or

In Earth. Solid Rock.

For 69-in. sewer........97 in.. .not more than 109 in.

For 60-in. sewer........84 in... not more than 96 in.

Fór 18-in. vitrified pipe.42 in................42 in.

For 12-in. vitrified pipe.36 in................. 36 in.

For bell mouth and drops......neat lines.

Material excavated outside of the above lines unless authorized in writing by the Water Engineer will not be paid for except where sheathing' is required, when the additional width necessary will be allowed.

The depth of trenches in earth shall be to the grade established by the Engineer, in loose or solid rock, excavation may extend not more than six (6) inches below the established grade; whenever excavation extends below the' established grade the Contractor at his own expense shall refill up to the grade line with approved material, furnishing a solid foundation.”

“Proper and sufficient sheathing and bracing shall be used where necessary and cradles or platforms shall be laid in the bottom of the trench should the Engineer so direct. Sheathing shall be withdrawn at the discretion of the Engineer. Sheathing left in place and timber in platforms or cradles will be paid for at the proposal prices per foot B. M.”

Under the head of “Conditions of Agreement” the contract also provided:

“It is agreed by and between the parties to this contract, that the Water Engineer shall determine the amount and quantity of the several kinds of work which are to be paid for under this contract, and shall determine all questions in relation to said work and the construction thereof, and decide every question which may arise relative to the execution of this contract on the part of the Contractor, and his estimate and decision shall be final and conclusive, unless modified, changed or disapproved by the said Water Board.”

The contractor agreed to include in his estimate all the labor and all the material necessary to construct the sewer in a substantial and workmanlike manner according to the plans and specification:

“The said estimates to include every item of cost in the construction and erection of the said diversion sewer, together with any additional expense which may accrue to said Contractor for any part of the work, consequent upon any delays or difficulties encountered of any character whatsoever, and the Contractor will not find the said Water Board liable for any expense over and above the prices as are hereinafter set forth; and the Contractor further agrees that no claim for extra work shall, under any circumstances, be allowed or considered, unless ordered as such, in writing, by the Water Engineer and approved by the Water Board.”

“And the Contractor agrees to receive, and the Mayor and City Council to pay, as full compensation for furnishing all the materials and labor which may be required in the prosecution of the whole of the ■work to be done under this agreement, and in all re spects completing the same, the prices set forth below for each of the various classes or kinds'of work to be done or materials to be furnished, to be paid in the following manner, viz: Monthly payments equal to ninety (90) per cent, of the value of the work when completed as estimated, on or about the twentieth day of each month, by the Water Engineer or his appointed representative, and final payment of (10) ten per cent, reserved upon the expiration of thirty (30) days after all material and work shall have been furnished in conformity with the terms of this contract, and the Water Board shall have accepted the same, the said Water Board will pay to the said Contractor whatever money is due or payable to him for the completion and performance of said work, said prices as follows,” &c.

In this clause the City agreed to pay for excavating- earth 60 cents per cubic yard; for excavating loose rock $1.20 per cubic yard; for excavating solid rock $2.15 per cubic yard; for sheathing and other lumber left in the trench $40.00 per thousand; for the sixty-inch sewer in place $6.25 per lineal foot, and for the sixty-nine inch sewer in place $1.25 per lineal foot, and the contract contained the further provision:

“And the Contractor agrees that all estimates shall . be made by the Water Engineer or his representative, and that payment will be made on the said estimates made by the said Water Engineer.”

The appellee began the work under the contract in July, 1908; monthly estimates of the work done, &c., were made out by P. A. Beatty, the resident engineer, and the appellee was paid the amount of the estimates, less the ten per cent, retained by the 'City under the terms of the contract. In August, 1908, after receiving the first estimate, the appellee complained of the classification df the material excavated, and wrote Mr. Beatty asking for a reclassification. This letter was referred to Mr. Quick, the water engineer, who wrote the appellee that as he had receipted for the work done in July it was too lata to ask for a reclassification of the excavation allowed in that estimate, but that he would be glad to ■consider any complaint of any subsequent classification, and in answer to a further request of the appellee for a reclassification of said material Mr. Quick wrote him that he had referred the matter to Mr. Sudler, engineer in charge, and requested him to meet the appellee and go over the matter with him.

On October 8th, 1908, Mr. Quick wrote the appellee as follows:

“Mess. J. B. Clark & Co.,

“10 E. Lexington Street, City.

“Gentlemen:

“We have found it necessary to have additional concrete oiitside of the lines called for by the plans governing your contract. I understand that you have agreed to put in this concrete at $8.00 a cubic yard. Therefore, you are hereby authorized to place such extra concrete in the arch or sewer invert where directed either by myself, Mr. Sudler or Mr. Beatty, at eight dollars ($8) per cubic yard.

“Please advise me in reply to the above by return mail if you will undertake this work as directed.

“Yours truly,

“(Signed) Alfred M. Quick,

“Water Engineer.”

'To that letter the appellee replied as follows:

“Baltimore, October 12, 1908.

“Mr. Alfred M. Quick,

“Water Engineer,

“City Hall, City.

“Dear Sir:

“Your letter of October 8th with reference to extra ■concrete. The price of $8.00 per cubic yard for invert ■concrete is very satisfactory to its.

“The cost of arch concrete will be greater on account of richer cement mixture and more difficult form work. We would suggest that $9.00 per cubic yard for arch, work would leave us fair profit and would be slightly lower than figured in our bid .for similar work.

“(Signed) C. .B. Clark & Co.”

In answer to the appellee’s letter of October 12th Mr.. Quick wrote him:

“In reply to yours of the 12th instant, in which you say that $8.00 is a satisfactory price to you for the extra concrete for the invert, but suggest $9.00 for the-concrete in the arch of the sewer, I would say that we-agree to allow $9.00 the price you suggest; so therefore you will proceed with the extra concreting on the-basis of $8.00 per cubic yard for the concrete used in the invert and $9.00 a cubic yard for that used in the-arch.

“Tours truly,

On December 10th, 1908, Mr. Beatty wrote the appellee* that in order1 to avoid the use of concrete outside of the section authorized by the plans he should bring up the bottom-of the trench to the grade of the bottom of the sewer with suitable material properly rammed and compacted, and giving him the following directions in order to avoid the use of' concrete on the sides of the trench:

“Where the section has run wide in rock, you have the option of filling with concrete to the sides of the trench—for which no excess will be allowed except at those points and in such quantities as I shall authorize in writing—or of forming over such openings to the height of the upper line of brick invert (to which point the concrete invert is always brought in the first operation) in such a manner as to give the full outside lines of the sewer section. This forming will be of one-inch plank where the voids are small and' irregular and the points of rock afford frequent sup- port. Of two-inch planks where the voids are large and much stiffness required to maintain line. Before the concrete is placed, the voids shall he thoroughly-filled with rammed material suitable to make compact work. The inspector shall direct where the two-inch plank shall he used, and should a discussion arise, the engineer will inspect the point and decide upon the thickness of the forming necessary. The inspector will keep an accurate record of all material thus used for forming and you will be paid for such as must remain in the work. The intention being to avoid the claims for excess concrete at points not authorized by the engineer—and to use as little forming lumber as practicable in holding the concrete to the neat lines.”

In reply to this letter of Mr. Beatty the appellee wrote him on December 15th that the method suggested by him for avoiding the use of concrete on the sides of the trench would delay the concrete work and would cost him more than the amount of timber involved would be worth, and asking him to suggest some other method that would compensate him. On December 10th, 1908, the appellee wrote Mr. Quick enclosing a statement of accounts for extra concrete and other items, for which he asked payment in his Kovember estimate, and stating that the same had been taken up with the resident engineer who, because of his “lack of authority to handle same,” had referred the appellee to him. On December 11th the appellee also wrote Mr. Quick complaining that Mr. Beatty in computing the excavation allowed him had “figured only on 109 inch width of trench allowed for rock excavation in connection with 69 inch sewer”; stating that under the terms of the contract when sheathing is required additional width necessary should he allowed; that owing to the formation of the rock he was required to excavate it was not possible to sustain the sides of the cut “otherwise than by a slope,” and asking that he “be allowed to consider sections to be computed for settlement.”

In reply to these several claims of the appellee Mr. Quick wrote him on January 5th, 1909, as follows:

“I have carefully considered your claim for extra compensation on your contract with the City .for building the diversion sewer around the Forest Park Reservoir.

“With regard to your first claim for certain allowances for extra concrete, we told you exactly where the extra concrete was to be placed, and gave you no reason to suppose that the same order applies to other places. This applies to all voids whether in the side or bottom of the trench. * * * The simple fact is that you were directed to place a certain amount of extra concrete, both in the sides and bottom of the trench, and you have been paid for every yard of such concrete, and you should not have put in any extra concrete which you were not authorized to put in by us. * * *

“As to your third claim, the specifications state distinctly that 'cradles and platforms shall be laid in the bottom of the trench should the engineer so direct. Sheathing shall be withdrawn at the discretion of the engineer, sheathing left in place and timber in platform or cradles will be paid for at proposal price.’ You have been paid for every foot of timber in cradles and platforms and every foot, of timber in sheathing which you have been directed by us, under the authority of the specifications giving us that discretion, to leave in. That is the only thing we have to be sure of in regard to this claim. * * * In regard to the eighth claim: You have been allowed through rock a width of 109 inches from the bottom of the trench up to within 10 feet of the surface and a width of 121 inches for the remaining 10 feet. This is a liberal allowance for sheathing in either rock or earth, and is all that you are entitled to under the specifica•tions. While we do not admit that the sides of a trench must be excavated to any definite slope in this seamy or irregular rock, or indeed in any rock, even if such were the ease the above statement would hold good, since the character and structure, or difficulties encountered in excavating the rock do not under the specifications enter into the question, a definite or maximum width of trench for which payment will he made being specifically stated. I see no objection, however, to allowing you ‘loose rock’ price for material in such slips as, in the judgment of the engineer in charge, may not be due to a want of care in excavating the trench or failure to properly sheath the same, and I shall instruct Mr. Beatty to make such an allowance.

“Yours truly,

“Alfred M. Quick,

“Water Engineer.”

On January 28th, 1909, Mr. Quick again wrote the appellee, stating’ that he had taken up the matter of his claims with the City Solicitor and the Water Board and that the Water Board had authorized him to settle the claims for extra, concrete and additional excavation upon the terms set out in the letter with the expectation that he would proceed at once to complete the work. This offer of settlement so far as the •offer to pay for extra concrete was concerned was not accepted by the appellee. No concreting was done by the appellee after December 12th, 1908, and, the work under the contract was not resumed until March, 1909.

The sewer was completed in September, 1909, the work was accepted by the Water Board October 11th, 1909, and the final estimate of the work, &c., dated October 11th, signed by Mr. Beatty, resident engineer, Mr. Sudler, assistant engineer, and approved by Mr. Quick and the Water Board, shows that the total value of the work done was $60,086.64, and that the balance due the appellee, being the amount retained by the City, was $6,008.67, of which balance $3,000.00 was paid the appellee in November, 1909, and the balance was retained by the City until the final adjustment of the “dig puted points between” the appellee and the City and tbe execution of a proper release by the appellee.

This suit was brought by the appellee in the Court of Common Pleas in May, 1910, but the trial of the case, which resulted in a judgment in favor of the appellee for $13,-C66.63, did not take place until October’, 1915.

The claim of the plaintiff is for excavation in addition to that allowed in the estimates as follows: For excavation below the grade line established by the engineer as the bottom of the trench, $661.41; for excavation beyond the width of trench fixed by the specifications, in addition to that allowed in estimate, $2,754.00, and for error in classification of material excavated, $5,483.90. The plaintiff also claims $883.55 for extra concrete placed in voids below the grade line and on the sides of the trench from October 8th to December 10th, 1908; $1,246.88 for sheathing left in the trench; $3,-180.00 damages due to delay in the prosecution of the work caused by the City; $3,008.70, the balance due him on the final estimate,- and interest on these several amounts from November 15 th, 1909.

In the record of nearly four hundred pages there are thirty-seven exceptions to the rulings of the Court below on the evidence,' and one to its action on the prayers. Only two of the exceptions to the evidence were pressed in this Court, and in disposing of these and the prayers we shall not attempt to discuss the evidence in detail or to refer to it further than is necessary in considering the legal propositions involved.

The contract, as we have seen, provided that the Water Engineer should “determine the amount and quantity of the-several kinds of work” to be paid for under the contract, determine all questions in “relation” to the “work” and “the construction thereof,” and “decide every question” relative to the execution of the contract “on the part of the contractor,”' and that his estimate and decision should be final and conclusive, unless modified, changed or disapproved by the Water Board. Now it must be conceded that all of the work for which the appellee claims payment in this suit, and all the items of his claim, except the item of balance due on the final estimate and damages due to delay caused by the appellant, are embraced in the broad terms of the above provision, and were passed on by the Water Engineer. The effect of such an agreement, and of the decision of the person to -whom such authority is committed has been frequently considered and decided in this State, where the agreements have been enforced and the decisions of ihe engineer have, in the absence of fraud or bad faith, been uniformly upheld. See A. & B. R. R. Co. v. Ross, 68 Md. 310; M. & C. C. of Balt. v. Talbott, 120 Md. 354, and M. & C. C. of Balt. v. Ault, 126 Md. 402, and the cases therein cited. The appellee recognizes the force of these decisions but contends, in respect to the claims for additional excavation, that under a proper construction of the contract he was entitled, where sheathing was required, to the “additional width” of trench “necessary,” and in loose and solid rock to six inches below the established grade; that the Water Engineer was not authorized to construe the contract or to deprive him of the benefit of those provisions, and that he was not allowed the six inches below the grade line or the additional width according to actual measurements of the trench. We can not agree with this construction of the provisions referred to. It was the evident intention of the parties to the contract to limit the depth of the trench to the grade established by the Water Engineer, but realizing that that line could not be rigidly adhered to in excavating solid or broken rock, they made provision for an allowance for excavation below that line, not exceeding six inches, when necessary. They clearly did not intend to establish a different grade for loose and solid rock excavation, but simply to provide for an allowance for increased depth that was likely to occur in loose or solid rock excavation, and only when it did occur. The resident engineer testified that while he did not allow for excavation six inches below’ the grade, “the plaintiff in order to do the work had to blast out in irregular spaces below the estimated line,” and that he “gave him the breakage line.” The provisions for additional width necessary where sheathing was required did not require the engineer to allow the entire width to which the trench was excavated, but only such additional width as was necessary, and there is evidence to show that the Water Engineer did, where sheathing was required, allow such additional width as he deemed necessary. But apart from the fact that there is evidence tending to show that these allowances were made, the parties to the contract expressly agreed that the Water Engineer should determine the amount and qu/müty of the work to be paid for under the contract, and that his decision should be final unless. modified by the Water Board. In Talbott’s case the contract contained a similar provision, and the contractor contended that it was for the Court and not the engineer to construe the contract, but the Court held that the decision of the engineer was final, and, speaking through Chief Judge Boyd, said: “That section in terms authorized the engineer to determine the amount of the work which is to be paid for under the contract. It would be difficult to imagine any question which might have arisen which more clearly comes within that provision than the one we are now considering. If he could not determine whether the amount was to include the thirteen or twelve inch sewer plus the halfioich of plastering on it, or was not to so include the half-inch, then what could he determine under that provision?” In Ault’s Case, diere the Court was construing a like provision, we said: ''One of the provisions of the contract to be fulfilled by the contractor was that the work was to be completed within 150 working days, and it is clear that the Harbor Engineer was authorized to decide whether that provision had been complied with, and in doing so to deteimine the number of days for which they were entitled to credit, in order to decide how many working days they were engaged in .the'work. * * * But he was authorized to decide what delays the contractors were subjected to and the extent of those delays, otherwise he would be unable to decide whether the contractor had fulfilled the contract.” In the case at bar unless the Water Engineer could decide the amount of excavation to be paid for under the contract it is difficult to see what he could determine under the provision in question. As the Water Engineer decided that the appellee was not entitled to an allowance for the additional excavation claimed, and as there is no evidence to show that his decision was tainted with fraud or bad faith, we must hold that his determination of the matter is final, until modified by the Water Board.

What we have said applies with equal force to the claim for extra concrete from October 8th to December 10th, 1908. While there is some confusion in the language of the contract as to the authority of the Water Engineer to order the extra concrete work without the approval of the Water Board, that authority seems to have been accorded him by the construction placed upon the agreement by both of the parties to it, and we think the appellee was authorized by the letters of October 8th and October 19th, 1908, to do the extra, concrete work as therein mentioned. But these letters only authorize the extra concrete to be placed “where directed either by myself (Mr. Quick) Mr. Sudler or Mr. Beatty,” and the only question presented by this claim is entirely one of fact. The City contends that the appellee was allowed in the estimates for all concrete that was placed “where directed” by the engineers, while the appellee contends that he was not, and the City fmv\i\CT contends that the appellee placed such, concrete at points where he was not directed to place it. This matter was submitted to the Water Engineer and he decided that the appellee had been allowed all concrete placed at points where he was authorized to place it, and there is no evidence to show that his decision was affected by fraud or bad faith.

The claims for lumber or sheathing and for erroneous classification of the excavated material present different propositions. The contract provides that proper and sufficient sheathing “shall be used when necessary. * * * Sheathing shall be withdrawn at the discretion of the engineer. Sheathing left in place and timber in platforms and cradles will be paid for at proposal prices per foot B. M.” Under this paragraph of the contract the appellee was clearly entitled to be allowed for. all sheathing left in place that the engineer did not order withdraivn. Row the evidence tends to show that he was not allowed for any timber or sheathing except what the engineer ordered to be left in the trench, and he was not paid for sheathing which was left in the trench and not ordered to be withdrawn, and in the letter of January 5th, 1909, to the appellee Mr. Quick states that the appellee had been paid for every foot of sheathing “which you have been directed by us, under the authority of the specifications giving us that discretion, to leave in.” This evidence therefore shows or tends to show that the appellee was not allowed for sheathing for which he should have been paid under the terms of the contract. Row it is true, the Water Engineer passed upon and decided against this claim of the appellee, but in doing so he disregarded, overlooked or misconstrued the plain provision of the agreement. He had a right to decide what sheathing was not ordered withdrawn by the engineer and left in the trench, in order to decide the amount of sheathing the appellee was to be paid for, but he was not authorized by the contract to decide the amount of sheathing the engineer ordered to be left in the trench as the basis of the allowance to the appellee, and his decision was not therefore within the terms of the submission to his determination or binding upon the appellee. The sheathing to be paid for under the contract was the sheathing the engineer did not order withdrawn, and by the terms of the agreement the Water Engineer was authorized to determine the amount to be paid for that sheathing. In Talbott’s Case, where the Court decided that it was the duty of the City under the contract to remove certain pipes the presence of which greatly increased the cost of the work done by the contractor, Chief Judge Boyd said: “We have not in this connection discussed the powers of the engineer, as we do not think he had authority to disregard the provisions of section 155 and thereby prevent recovery by plaintiffs for the •extra cost,” and in Ault’s Case, the Court said: “He (the Harbor Engineer) could not, of course, deprive the City of the stipulation in regard to liquidated damages, or withhold from the contractors credit for any delays for which they were not responsible. These rights were secured to the City and to them by the contract.”

The contract provided in reference to classification of excavated material that it, should be classified as earth, loose rock and solid rock, and what should be included in each of those terms, and the City contracted to pay for excavating earth 60 cents per cubic yard, for loose rock $1.20 per cubic yard, and for solid rock $2.25 per cubic yard. It is quite evident that this classification provided for in the contract, was based upon the difficulty the contractor would encounter and the expense he would incur in excavating the different, materials mentioned, and it is equally apparent that errors, or negligence on the part of the engineer in classifying the material were calculated to work a serious, loss to the contractor. The plaintiff offered evidence tending to show that the course the resident engineer pursued in classifying the material excavated was highly improper, and that it was impossible for him to arrive at a proper classification by the method he •adopted. This evidence, which we need not refer to more specifically, may be true or it may not be true. It was for the jury to determine its weight. The evidence also tends 'to show that the decision of the Water Engineer was, based mainly if not entirely upon the classification made by the resident engineer. This evidence was, we think, evidence tending to show, and from which the j nrv might have found, that the decision of the Water Engineer in respect to the classification of the material was affected by bad faith. Hot bad faith in the sense that he purposely or intentionally wronged the appellee, or knowingly disregarded his, rights, but in the sense that his decision was based upon a classification characterized by gross negligence or incapacity on the part of the resident engineer. In Wilson v. York & Md. R. R. Co., 11 G. & J. 58, the plaintiff asked the Court to in struct the jury, as a modification of defendant’s second: prayer, that, gross negligence on the part of the engineer would, in contemplation of law, amount to fraud, or want of’ bona, fides. The Oourt granted the defendants’ prayer, and refused “the plaintiff’s prayer of modification,” adding the-following qualification thereto: “If the jury should think, that there was gross negligence on the part of the engineer-in making the estimate of the water expenses under the contracts, it is evidence from which the jury may infer that he-did not act fairly and bona, fde in making -the said estimate.”' On appeal Judge Stephen said in regard to this ruling of' the lower Oourt: “But we think the Oourt were right in rejecting the plaintiff’s prayer of modification of the defendants’ second prayer, and were right in their qualification of the same, because we do not think that gross negligence would,, in construction of law, amount to fraud, but was only evidence to be left to the jury, from which they might infer fraud, or -the want of bona fides in the making of said estimate.” This statement of the Oourt was quoted with approval in Lynn v. B. & O. R. R. Co., 60 Md. 404.

In regard to the claim for damages-, the Water Engineer wrote the appellee on October 8th and 19-th to do the extra concrete work where directed by him or 'Mr. Sudler or Mr.. Beatty. Thereafter a dispute arose between the appellee and the resident engineer in reference to allowance for this extra concrete, and the engineer insisted that he had allowed the appellee for all concrete that he ordered to be placed in the trench. As we have said the evidence shows that no concrete work was done by the appellee after December 12th, 1908, until the work was resumed in March, 1909, and the plaintiff offered evidence tending to show that the reason the work was not done during that interval was that he could not get from the engineer orders in writing for the extra concrete-work he was required to do under the directions given him in the letters of October 8th and 19th; that he was damaged by this delay to the extent of his claim for $3,180.00, and that the delay was caused by the refusal of the engineer to give him "written orders for the extra concrete work he was required to do. In view of the provisions of the contract, and the dispute that arose between the resident engineer and the appellee, we think the latter was justified in demanding written orders for the extra concrete work, and that if the delay in the work was caused by the refusal of the engineer to give him written orders for this work, he was entitled to recover whatever damage he sustained by reason of such delay. The provision in the contract requiring the estimate of the contractor to include in his estimate every item of cost in the construction of the sewer, “together with any additional expense which may accrue to said contractor for any part of the work, consequent upon delays or difficulties encountered of any character whatsoever” was evidently not intended to cover delays of the kind referred to in this case.

The right of the plaintiff to recover the balance of $3,008 due on the final estimate, with interest in the discretion of the jury, was conceded by the defendant’s prayers, and was not disputed in this Court.

It follows from what has been said that there was error in the granting of the plaintiff’s first, second and fourth prayers as modified. These prayers entirely ignore the effect of the evidence showing that the Water Engineer determined the amount and quantity of the excavation the appellee was to be paid for under the contract, and the amount of the extra concrete he was to he paid for. The Reporter is requested to set out the granted prayers of the plaintiff and the rejected prayers of the defendant in his report of the case. We find no reversible error in the granting of the plaintiff’s fifth prayer as modified. The concluding portion of this prayer was not necessary to entitle the plaintiff to recover for the sheathing left in the trench, and was calculated to confuse the jury, but not to the prejudice of the defendant. We see no objection to the plaintiff’s sixth prayer, and the right of the plaintiff to recover the balance, due on the final estimate seems to have been conceded. The plaintiff’s seventh prayer was properly granted, but there was error in the granting of his •eighth prayer, which is entirely too general, and fails to give the jury any guide by which to estimate the damages caused by the delay referred to. The plaintiff’s ninth prayer was ■calculated to mislead the jury. The express promise of the defendant was to make the final payment after the expiration •of thirty days after the work had been completed and accepted by the Water Board, and we think the'plaintiff was entitled to interest, in the discretion of the jury, from that ■date on the amount the jury found to be due for worlc done .and materials furnished by him under the contract.

It also follows from what we have said that there was no ■error in the rejection' of the defendant’s first and second prayers. The decision of the Water Engineer in respect to the two claims for excavation and the claim for extra concrete was binding upon the plaintiff, but, as we have said, there was evidence tending to show that his decision in regard to the claims for sheathing and erroneous classification of the excavated material was not, for the reasons we have stated, binding upon the plaintiff, and the damages caused by the ■delay .referred to were not within the terms of the submission to his determination. The defendant’s third, seventh and ninth prayers asserted that the plaintiff had offered no evidence legally sufficient to support his claims for excavation and extra concrete work and we think they should have been granted. The fact that the Water Engineer passed upon these claims, is conceded, and we have said that his decision was binding as to them, there being no evidence that it was affected by fraud or bad faith. The defendant’s fourth, fifth, sixth, eighth and tenth prayers are disposed of by what we have said in regard to the claims therein referred to, and were properly refused. What we have said in reference to the prayers disposes of the defendant’s special exception to the plaintiff’s prayers.

The first and second exceptions are to the admission in evidence of Mr. Quick’s letter of January 28th to the appellee and the resolution of the Water Board authorizing a settlement of the plaintiff’s claims. They were objected to by the defendant on the ground that they were offers of compromise. An examination of the letter and resolution convinces us that these objections, should have been sustained. They were simply an offer of settlement of the disputed claims of the appellee. It is true the resolution does disclose-that the Water Engineer had consulted the City Solicitor-before recommending the proposed compromise- authorized by the Water Board, but the evidence also shows that the Water Engineer had rejected the claims, of the plaintiff in his. letter of January 5th and there is no evidence to show that he had. consulted the City Solicitor before doing so. The fact that the work was resumed in March upon terms somewhat similar to the terms of the proposed compromise does not make the letter and resolution admissible as the basis of the subsequent dealings of the parties.

The other exceptions to the evidence were not pressed in this Court. Some of the evidence referred to may not have-been admissible, but the rulings were not such as were calculated to seriously prejudice the defendant, and would not constitute reversible error.

The conclusion we have reached is the result of a careful examination of all the evidence, and of the authorities we have referred to and those cited and relied upon by the parties, and, because of the errors indicated we must reverse the judgment of the Court below and remand the case for a new trial.

Judgment reversed, with costs to the appellant and new trial awarded.