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1957_WATER DEPT
ROBERT N. SWALBY, Owner Cable Address — WACONCO PS, Industrial and Municipal Softener Plante Swimming Pool Filters Product Improvement Ion Exchangers % � e wafft 1331 W. Wisconsin Ave. ® Dial RE 3 -2690 or RE 3 -4290 APPUTON, WISCONSIN Aug. 8th, 1957 Mr, Warren Hyde, Village Manager Edina, Minnesota Dear Sir: We are Wisconsin representatives for Sparkler Mfg. Co., Mundelein, Illinois, and they have notified us of your Interest in further information on Sparkler Diatomite Filters. May we hear from you rdgarding your interest, and if you would drop us a card telling us when we may call on you we should be happy to do so. Yours very truly, % WATER CONDIlT/IONE S Robert H. Swalby RHS: pb Waconco Water Softener • Swim Pool Construction For City, Club or Nome Waconco Water Filters f FORM 299 BERTELSON EROS. • 1 DEPARTMENTAL CORRESPONDENCE SUBJECT Sewer Rental Rates To Mr. Hyde DEPT FROM Winnie DEPT DATE 5/12/57 Mr. Lund called and asked me to pass this information on to you. Minneapolis rates that would apply to Hoves. (based on water consumption) First 100,000 cu. ft. at 5¢ per 100 Next 200,000 cu. ft. at 2 2/10 ¢ per100 over 300,000 cu. ft. at 1 1 /10 ¢ per 100 May. 29 1957 ter. Willis Brown, 5012 Edinbrook Lane, Edina 249 Minnesotee. Dear Cdr. Brown: Your letter in connection with unsatisfactory water, addressed _ 'to..Mr. Woehler, has been referred to me. I am enclosing a .copy of .the .folder are ,put- out with the Homestead Exemption blanks in which we he" devoted one section to attempting to explain the situation on our watere I'agreo. wholeheartedly with you that,the water is not'of a satisfactory color and odor at all times. The best solution would be to build a series of iron removal plants at a cost of about- $609000 each., .Seven or eight,wells woul "d require a separate plant.: This,.obviously, is out of the question' economically and vie have entered into the program which is described in the folder. a£ter.a� study of-"all factors. It is very probable that the water may be somewhat -gorse from time to time with the beginning of the treatment - program because of the heavy concentration of iron.in the mains when the treat- ment startedd The situation should clear up within a relatively short-time; hewever,.and.I would hope by the end of the sumnero' One of our major,problems is that'our summer peak,load is so high that are must draw all of our wells into operation for short periods of time. This - causes surges of the iron from the wells which have been out of service during the period of normal demand* I hope this letter and the enclosed pamphlet answer your ques- tions. If they do not, please let me know. Very truly yours, @arren C. Hyde, Village Manager,., WCHsB —. CC: Bredesen s ESTABLISHED 1896 — INCORPORATED 1920 Max Renner Well Co., Inc. WATER SUPPLY CONTRACTORS 4806 W. Lake St. L Minneapolis 16, Minn. IfeW 07"r'a dca Vw4ve" Honorable Mayor & Village Council Edina, Minnesota L. MAX RENNER PRESIDENT LESLIE J. RENNER 1, V. PRESIDENT MABEL C. RENNER SECY.. TREAS. Feb. 11, 1957 Gentlemen: We are submitting'no bid on the well specified. No material available for at least six months. We wish to thank you for this opportunity and to say that our equipment is available for quick repairs on short notice. Respectfully yours, MAX REFINER pti'ELL CO., INC. Bya� r LNR:mk COMPLETE WATER SUPPLY "LARGE OR SMALL, ITS E DO THEM ALL" WA. 2-4210 WA. 2 -8239 SYSTEMS — INSTALLATION . TEST HOLES. and SERVICE FOR OVER 50 YEARS PROMPT AND EFFICIENT WELL AND PUMP SERVICE and SOUNDINGS ALL QUOTATIONS MADE FOR IMMEDIATE ACCEPTANCE AND SUBJECT TO CHANGE WITHOUT NOTICE. ALL AGREEMENTS CONTINGENT UPON STRIKES, ACCIDENTS AND OTHER DELAYS UNAVOIDABLE OR BEYOND OUR CONTROL. T wy I PROPOSAL FOR CONSTRUCTION OF WATER SUPPLY WELL NO. 9 EDINA, MINNESOTA ,1957 Date UNIT PRICES MUST BE GIVEN BOTH IN WORDS AND NUMBERS Honorable Village Council Edina, Minnesota Gentlemen: The undersigned, being familiar with your local conditions, hereby proposes to furnish all labor, material, equipment, tools, and all else necessary to completely construct: WATER SUPPLY WELL NO. 9 in accordance with plans and specifications prepared for the work by the Banister Engi- neering Company of St..Paul, Minnesota, dated February 11, 1957, and on file with your Village Clerk as follows: CONDITION NO. 1 Transporting to and erecting on the job site all necessary equipment, materials and tools for the lump sum of DOLLARS CENTS $ Furnishing and driving a 24" casing including shoe (estimated 150 lineal feet) @ DOLLARS CENTS $ /l.f. $ Drilling a 24" open hole (estimated 325 lineal feet) @ DOLLARS CENTS $ /l.f. $ Furnishing and placing 16" casing inside 24" well, including swedge or seal at bottom (estimated 340 lineal feet) DOLLARS CENTS $ /l.f. $ Furnishing and placing cement grout between casings or wall of open hole (estimated 50 cubic yards) @ DOLLARS CENTS $ /c.y. Furnishing and installing test pump for capacity test for the lump sum.of DOLLARS CENTS $ Surging, bailing, and testing (estimated 24 hrs.) @ DOLLARS CENTS $ /hr. $ P -1 i _•96 Total for Condition No. exclusive.of screen and gravel If screen and gravel pack are used, the following prices shall apply: 1 Furnishing and installing 10" screen including attachments (estimated 60 lineal feet) @ DOLLARS CENTS $ /l.f. $ Furnishing and installing 10t1 pipe attached to screen (estimated 40 lineal feet) @ DOLLARS CENTS $ /l.f. $ Furnishing and.installing gravel (estimated 15 cu. yds.) DOLLARS CONDITION NO. 2 CW CENTS $ /c.y. $. Total for Condition No.l including screen and gravel $ Transporting to and erecting on the job site all necessary equipment, materials and tools for the lump sum of DOLLARS CENTS $ Furnishing and driving a 24" casing including shoe (estimate 150 lineal feet) DOLLARS CENTS $ :y A.f. $ Drilling a 24" open hole (estimated 325 lineal feet) @ DOLLARS CENTS $ /l.f. $ Furnishing and placing 16" casing inside 30" well, including swedge or seal at bottom (estimated 395 lineal feet) @ DOLLARS CENTS $ /l.f. $ Furnishing and placing cement grout between casings or wall of open hole (estimated 60 cubic yards) @ DOLLARS CENTS $ /c.y. $ Furnishing and installing test pump for capacity test for the lump sum of DOLLARS CENTS $ Surging, bailing, and testing (estimated 24 hrs.) @ DOLLARS CENTS /hr. $ P -2 Total for Condition No. 2 exclusive of screen and gravel $ If screen and gravel pack are used, the following prices shall apply: Furnishing and installing 1011 screen including attachments (estimated 60 lineal '"t.) @ DOLLARS CENTS $ /l.f. $ Furnishing and installing 10" pipe attached to screen (estimated 40 lineal £t.) CENTS $ DOLLARS Furnishing and installing gravel (estimated 15 cu.yds.) @ DOLLARS CENTS $ /c.y. $ Total for Conditions No. 2 including screen and gravel $ CONDITION NO. 3 Transporting to and erecting on the job site all necessary equipment, materials and tools for the lump sum of DOLLARS CENTS $ Furnishing and driving a 2411 casing including shoe (estimated 150 lineal feet) DOLLARS CENTS $ /l.f. $ Drilling a 24" open hole (estimated 325 lineal feet) @ DOLLARS CENTS $ /l.f. $ Furnishing and placing, 16" casing inside 24" well, including swedge or seal at bottom (estimated 475 lineal ft.) @ DOLLARS CENTS $ /l.f. $ Drilling a 16" open hole (estimated 450 lin. ft.) @ DOLLARS CENTS $ Furnishing and placing cement grout between casings or wall of.open hole (estimated 66 cubic yards) I @ DOLLARS CENTS $ /c.y. $ Furnishing and installing test pump for capacity test for the lump sum of DOLLARS CENTS Surging, bailing, and testing (estimated 24 hrs.) @ DOLLARS CENTS $ /hr. $ If screen and gravel pack are used, the following prices shall apply: P-3 Total for Condition No.3 exclusive of screen and gravel $ Furnishing and installing 8" screen including attachments (estimated 80 lineal ft.) @ DOLLARS CENTS $ /l,f< $ Furnishing and installing 8"-pipe on 811 screen (estimated 60 lineal ft.) S DOLLARS CENTS $ /l,fe $ Furnishing and installing gravel (estimated 50 cue yds.) @ DOLLARS CENTS $ /cusyd, $ Total price for Condition No, 3 including gravel and screen $ CONDITION N0, 4 Transporting to and erecting on the job site all necessary equipment, materials and tools for the lump sum of DOLLARS CENTS $ Burnishing and driving a 30" casing including shoe (estimated 150 lineal feet) @ DOLLARS CENTS $ /lafe $ Drilling a 30" open hole (estimated 325 lineal feet) @ DOLLARS CENTS $ /lof, $ Furnishing anA placing 20" casing inside 30" well, including swedge or seal at bottom (estimated 340 lineal feet) @ DOLLARS CENTS $ /lef, $ Furnishing and placing cement grout between casings or wall of open hole (estimated 140 cubic yards) @ DOLLARS CENTS $ /cu,yd,$ Furnishing and installing test pump for capacity test for the lump sum of DOLLARS CENTS $ Surging, bailing, and testing (estimated 24 hrs.) @ DOLLARS CENTS $ /hr, $ Total for Condition No,4 exclusive of screen and gravel $ If screen and gravel pack are used, the following prices shall apply: Furnishing and installing 12" screen including attachments (estimated 60 lineal feet) @ DOLLARS P -4 CENTS $ Furnishing and installing 121° pipe attached to 12" screen (estimated 40 lineal ft.) @ DOLLARS CENTS $ /1in.ft.$ Furnishing and installing gravel (estimated 20 cu. yds.) @ DOLLARS CENTS $ /cu.yd. $ Total for Condition No. 4 including screen and gravel $ The final amount of the contract shall be determined by multiplying the final actual measured quantities by the foregoing unit prices. However, the foregoing estimated quantities shall be used in determining the low bidder. A (cash deposit) (certified check) (bidder's bond) in an amount equal to at least 5% of the largest dollar value of Condition bid is enclosed, which will be forfeited if the undersigned fails to enter into a contract. It is understood that the Village reserves the right to retain the deposits, checks, or bonds of the three lowest bidders as determined by the Village for a period not to exceed thirty days after the date set for the opening of bids. It is understood that no bids may be withdrawn after the start of the opening of bids. It is understood that payment for the work will.be made in cash. It is understood that the Village Council reserves the right to reject any or all bids, to waive informalities and irregularities and to award the contract to the best interests of the Village. If awarded the contract the undersigned will start and complete the entire project on or before the dates stated. REMARKS: CONDITION NO. 1 CONDITION NO. 2 CONDITION NO. 3 CONDITION NO. 4 Start Complete Respectfully submitted, (An Individual) (A Partnership) (A Corporation) By Title P -5 BID BOND PRINCIPAL OFFICES 5TH AND WASHINGTON STREETS ST. PAUL 2, MINNESOTA 31 PAUL FIRE and MARINE a"Zanw F&Moa� SAINT PAUL, MINNESOTA STOCK COMPANY ORGANIZED UNDER THE LAWS OF THE STATE OF MINNESOTA. KNOW ALL MEN BY .THESE PRESENTS, THAT WE, Max Renner Well Co., Inc. a Minnesota Corporation, of Minneapolis, Minnesota as principal, and the ST. PAUL FIRE AND MARINE INSURANCE COMPANY, a corporation existing under the laws of the . State of Minnesota, and duly authorized to transact business in the State of as surety, are held and firmly bound unto The Village of Edina, Edina, Minnesota as obligee, in the penal sum L of Ten Percent (10 %) of total amount of bid - - - - - - - - DOLLARS, lawful ; money of the United States of America, for the payment of which, well and truly to . be made'L we bind _ ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by--these presents. SIGNED, sealed, and dated this 11th day of Feb. WHEREAS; the said principal is herewith submitting a proposal for Water Well Supply in accordance with the attached bid. 195 7 THE CONDITION OF THE ABOVE OBLIGATION IS SUCH that, if. the said principal shall be awarded the contract, and shall within - _ _ the time specified - - - - - - -) days after receiving notice of such award enter into a contract and give bond for the faithful performance of the con- tract, then this obligation shall, be null and void, otherwise the principal and surety will pay unto the obligee the ' difference in money between the amount of the principal's bid and the amount for which the obligee may legally contract with another party to perform the work, if the latter amount be in excess of.,the former; in no event shall the surety's liability exceed the penal sum hereof. 10959 Ed. 2 -56 -M enn Well Co., Inc. by - rnnca<pal. St. Paul Fire and Marine, Insurance Company By �G!/. Richard W. Dunphy Attorney -ia -fact .. IL Class 1 CERTIFIED COPY OF POWER OF ATTORNEY Original on File at Home Office of Company. See Certification. FIDELITY AND SURETY .DEPARTMENT ST. PAUL EIRE and MARINE HOME OFFICE: ST. PAUL, MINNESOTA (A Capital Stock Company) KNOW ALL MEN BY THESE PRESENTS: That the St. Paul Fire and Marine Insurance Company, a corporation organized and existing under the laws of the State of Minnesota, and having its principal office in the City of Saint Paul, Minnesota, does hereby constitute and appoint Eugene F. Griswold, Richard W. Dunphy, R. D. Zimmermann and E. E. Anderson, individually 310 Builders Exchange Bldg. , Minneapolis, Minnesota its true and lawful attomey(s) -in -fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or permitted by law, statute, rule, regulation, contract or otherwise, and the execution of such instrument(s) in pursuance of these presents, shall be as binding upon the said St. Paul Fire and Marine Insurance Company, as fully and amply, to all intents and purposes, as if the same. had been duly executed and acknowledged by its regularly elected officers at its principal of-ace. This Power of Attorney is executed, and may be certified to and may be revoked, pursuant to and by authority of Article V, — Section 8, of the By -Laws adopted by the Board of Directors of the St. Paul Fire and Marine Insurance Company at a meeting called and held on the 17th day of January, 1952, of which the following is a true transcript of said Section 8: "The President or any Vice President, Resident Vice President, Secretary or Resident Secretary, shall have power and authority (1) To appoint Attorneys -in -fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and (2) To appoint Special Attorneys -in -fact, who are hereby authorized to certify to copies of any power -of- attorney issued in pursuance of this section and/or any of the By -Laws of the Company, and (3) To remove, at any time, any such Attorney -in -fact or Special Attorney -in -fact and revoke the authority given him." IN TESTIMONY WHEREOF, the St. Paul Fire and Marine Insurance Company has caused this instrument to be signed and its corporate seal to be affixed by its authorized officer, this 14th J� day of December rye ('Al. GG. STATE OF MINNESOTA l l County of Ramsey ass. Ilj A. D. 19 56 M1l!VAa1_001tI M 2 2a AR1`.19i.`& i1fM_ OtKOOMtol ;•!1 Vice President. On this 14th day of December 19 56, before me came the individual who executed the preceding instrument, to me personally known, and, being by me duly sworn, said that he is the therein described and authorized officer of the St. Paul Fire and Marine Insurance Company; that the seal affixed to said instrument is the Corporate Seal of said Company; that the said Corporate Seal and his signature were duly affixed by order of the Board of Directors of said Company. IN. TESTIMONY WHEREOF, I have hereunto set my hand and �v affixed my Official Seal, at the City of Saint Paul, Minnesota, the day �l and year first above written. CERTIFICATION C. L. JAEGER Notary Public, Ramsey County, Minn. My Commission Expires June 2,1960. I, the undersigned, a Special Attorney -in -fact of the St. Paul Fire and Marine Insurance Company, duly appointed pursuant to and by authority of the By -Laws of said Company, do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the By -Laws of said Company as set forth in said Power of Attorney, with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID COMPANY, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect. IN TESTIMONY WHEREOF, I have hereunto set my hand this 11th day of Feb. 19 57 10870 Ed. t•se ,✓ REUBEN L. ANDERSON- CHERNE, INC. MECHANICAL CONTRACTORS Mr. Warren C. Hyde, Village Manager Village of Edina 4801 West 50th Street Edina 24, Minnesota Dear Mr. Hyde: Thank you for your fine letter of February 4th in ex- planation to my comments with regard to our water meter in my letter of January 23rd. I will say that you have done a fine job in your explanation and probably I was somewhat remiss in my attitude as to why you should undertake to repair a meter. Even with your fine explanation though, I cannot understand how the smaller meter could have been out of order and still have a new a capable meter reader who could determine that our bill in the amount of- '$33.52 was not sufficient. All i ndications, in my opinion, are that the meter must have been registering even though the September bill was an estimated reading. Frankly, our sprinkling this late summer and fall, even though we have a 211 line with underground sprinkling system, was at a minimum as I stated we were not at home, so that my water bill did seem extreme. Inasmuch as Mr. Woehler is satisfied that the meters are registering properly, we will drop the matter. Mr. Woehler has been with the Village a long time and has always done a fine job as I have had his cooperation in the past 10 years and did not have any intention to cast any reflections on his work or his Department, but it still seems unusual to have a $33.00 water bill and, still be told the meter is not registering. RLA:vl Very truly yours, FM /"� R. L. ANDERSON��� PRESIDENT�� A. L.CHERNE VICE PRESIDENT L. H. KELLEY 5060 EXCELSIOR BOULEVARD MINNEAPOLIS 18, MINNESOTA VICE PRESIDENT D.C. ENGDAHL TELEPHONE WALNUT 8.2784 SECRETARY February 5, 1957 Mr. Warren C. Hyde, Village Manager Village of Edina 4801 West 50th Street Edina 24, Minnesota Dear Mr. Hyde: Thank you for your fine letter of February 4th in ex- planation to my comments with regard to our water meter in my letter of January 23rd. I will say that you have done a fine job in your explanation and probably I was somewhat remiss in my attitude as to why you should undertake to repair a meter. Even with your fine explanation though, I cannot understand how the smaller meter could have been out of order and still have a new a capable meter reader who could determine that our bill in the amount of- '$33.52 was not sufficient. All i ndications, in my opinion, are that the meter must have been registering even though the September bill was an estimated reading. Frankly, our sprinkling this late summer and fall, even though we have a 211 line with underground sprinkling system, was at a minimum as I stated we were not at home, so that my water bill did seem extreme. Inasmuch as Mr. Woehler is satisfied that the meters are registering properly, we will drop the matter. Mr. Woehler has been with the Village a long time and has always done a fine job as I have had his cooperation in the past 10 years and did not have any intention to cast any reflections on his work or his Department, but it still seems unusual to have a $33.00 water bill and, still be told the meter is not registering. RLA:vl Very truly yours, FM /"� February 49 1957. 0 Mr. Reuben L..Anderson, 5060 Excelsior Boulevard, Minneapolis 169 Minnesota. Dear Mr. Andersont In your letter of January 239 you make a complaint because two of our Water Department employees "took it upon themselves-to... tamper-with or possibly try'to repair our dual water meter...e without any notice to Mrs. Anderson." While you are correct that the water meter is your property) the _ village ordinances provide in very clear terms that the Water Department has every right,to inspect and repair all meters, just as does the Gas Company and the Power Company with their meters. Legallyp we have the right to charge for meter cleaning and repair - ingg but we do not do so. Are Woehler, Water Superintendent, reports the men were requested by him to check -your meter because the reading of -your meters taken in November, 1956; showed that the small flow portion was not regis- _tering.. As a matter of fact, its registration had not changed since March. 19560' The men were instructed to be particularly careful so as not to harm the meter and to clean up any mess-made and were told to take enough rags and equipment with them to do so. The men advise that they told Mrs. Anderson when they came to the house why they were there and she was very cooperative and allowed them to proceed with their work. When you say "without any notice" I am not quite certain whether you mean we should have asked permission before we sent the.men out. I# you do.'I regret to say it would be most difficult'and time consuming to have to call all of our.customers to arrange appointments to read or to inspect or to repair the meters. We give the men several address- es where service is needed and they are instructed.to secure permission from whomever is at home. In those rare instances where residents are seldom homep•we do write or call and ask them when it might be convenient. As a standard operating procedure, I do not feel we should have to make such an initial contact. The small flow registering mechanism was stoppedg the men cleaned it, and it now registersq according to a check made by Mr. Woehler after receipt of your letter. I•see nothing unusual or out of order in the- 'whole incident. 0 Reuben L. Anderson - page �2 i 2-4 -1957 Following is a tabulation of your payments for water, as you re- questeds Period Ending Consumption Paid July 19. 1954 5300 $ 11928 October 1; 1954 6500 12.65 January 19 .1955 11300 21.29 April 19 '1955 1500 3.00 July 1, 1955 10700 20.21 October 19, 1955 . - 10000+ 18995 January 19 1956 5400* 10.56 April 1; '1956 5300 10.37- June 1.; 1956 100001% 18.95 September It 1956 2500• 4.80 December l;t 1956• 17300'; 33.52 It Estimated because-meter reader was unable to gain admittance y and'cards left for owner to put reading on, were not returned. Your December-19 1956, bill was high because the bill for the period ending , in -September was estimated too low. If you total the bills for September and December and-divide by two you,arxive at an average of approximately $190009 which is in line with your previous bills. You ask "how much you expect a water bill should be in a home.like ours % We.have no way of pre - determining or guessing how much water any given home will usei because of the wide variations possible as to water usage, depending upon living habits, lawn sprinkling, clothes washing practices, etco tie have only the meters'to tell us, and conseguently we: must see that they are in proper operating condition. -In the past,'we have had some.difficulty with reading your meter be-. cause of its complexity and because we formerly had a part -time ctew of meter readers. For th'e past several months, however, we have had one man assigned exclusively to meter reading. I hope this explanation will tend to mollify your apparent unhappiness. °If it does not,•I will appreciate . further word .from youo Sincerely yours, *rren C. Hyde, Village Manager. J REUBEN L. ANDERSON- CHERNE, INC. R. L. ANDERSON PRESIDENT A. L.CHERNE VICE PRESIDENT L. H. KELLEY VICE PRESIDENT D.C. ENGDAHL SECRETARY City Manager Village of Edina 4801 West 50th St. Edina, Minnesota Dear Sir: MECHANICAL CONTRACTORS i2:�CP3f�oE6m�OE�3tc1�k9� . 41fxf3�9tc3iBif3Gia�o9�0E6J '�uoE 5060 EXCELSIOR BOULEVARD MINNEAPOLIS 16, MINNESOTA TELEPHONE WALNUT 6.2784 January 23, 1957 On Monday of this week, two men from your Water Department took it upon themselves to come to our house at 4814 Lakeview Drive to tamper with or possibly try to repair our dual water meter. This was done without any notice to Mrs. Anderson or myself and after she inquired as to what was taking place, she was advised that our meter was not registering. To this remark I wish to make this statement and complaint. If our water meter has not been registering sufficiently, then I cannot understand how anyone can afford to live in Edina at such ridiculous water charges. You will find on checking your records, that my recent bill for the past 3 months was practically $40.00. During that period my family was at our Lake home and we neglected sprinkling and used very little water. At best there are only three adults in our home and to have such an unreasonable water bill naturally has stirred up my anger. However, being in the plumbing and heating business and a mechanical engineer, and realizing that it was possible for your meter reader to misunderstand how to properly read our meter, that it could have been read in error and an excessive charge made which would balance itself out in future readings, I therefore did not write a letter of com- plaint about the size of our bill. Now then, it isn't unusual for an average meter reader to be confused with a dual meter reading and that can be excused, but I believe it only proper that, if there is any reason to feel that a meter is not registering properly and inasmuch as the meter belongs to the property owner, my meter being a rather expensive one, it should be called to the owner's attention before any tampering is done with it. There would have been more reasons for you to have your men come over to recheck our meter to see if you had over - charged us, which I am sure had to be the case, than to let them come over and possibly ruin the meter, which time will only tell. I would request that you check your billings of my use of water for the past several years and give me a tabulation and I in turn will check my payments and find out where we stand and what you really expect as to how much a water bill should be in a home like ours, before having your men take it upon themselves to adjust the owner's water meter. City Manager Edina, Minnesota January 23, 1957 Page Two I would like an early reply to this letter and want to also be on record that should there be anything wrong with my meter from here on, that the fault lies with the Village of Edina and not with me. Very truI urs, Reuben L. Anderson RLA:vl Sy 3 oa tb;x _ i -- O� 6svo /2,GS _�� .s S I_l�o� s / • � y .. V � i _oa u ILr oo- �;!tt,v_►�, Q -��Gu� —off _ 110, -- - Jw v — 4814 Lakeview Drive Acct. 2343B Acct. 2343A L41 11 LI ut-k I Consumption Amount paid 1100 15ob 8500 15M 10700 10000 5400 0000, 0000-1- 0000 99 3,00' 00(added to 234PIS- 21.29 ,�'\ 3-00," 20.21- 18-95- 10-56- .00'.1- 3.30'. Consumption Amount paid July 1954 4200 8.28 Oct, 1954 5000, 12.65 Jan. 1955 0 0 Apr. July 1955 1955- 000O)'Z0 0000, 1 0 o6 0 00 Oct. Jan. 1955–� 1956-- �dft0000 000 0) 0 01 0 Apr. -1956 :-�--5-300 10�' 3 June 1956 lbOOO -18:95" - Sept.1956 1000 2 Dec. 1956 1000065j".-.t 18.9 9 L41 11 LI ut-k I Consumption Amount paid 1100 15ob 8500 15M 10700 10000 5400 0000, 0000-1- 0000 99 3,00' 00(added to 234PIS- 21.29 ,�'\ 3-00," 20.21- 18-95- 10-56- .00'.1- 3.30'. -- - /J - - - - 3_7_7 lool �A-4 ` \ rtv—_ - ✓ n - - - - -1- -- - i CO P Y THE FiDK,C0NPANYq-INC. 1409 Willow Street - Minneapolis 39 Minn. REPORT OF WATER ANALYSIS TO: G. M. Orr Engineering Company Address: Re: Edina-Morningside, Jr.. High School Analysis Results Shown in Parts per Million To convert to grains per U.S. Gallon divide-by 17,1 Edina City Water Boiler Water Total Hardness (asCaCO3) 3000 320 Calcium Hardness (as CaCO3). Magnesium Hardness (as Ca() Phenolphthalein Alkalinity Methyl Orange Alkalinity Chlorides (as NaCl) Sulphates (as Na2SO4) Silica (as Siod Phosphate (as PO4) Total Iron (as Fe) Color NO. Total Oil pH Manganese 175. 125. 00 3000 39 159 200 N.D. 0,8 None None 70-5 0*-08 32. 520 8. 28. 17* 350 From the desk of: Don Pryor ADMINISTRATIVE ASSISTANT aa-e y M UELLE R�' ® I I MANUFACTURERS OF WATER AND GAS DISTRIBUTION, AND SERVICE PRODUCTS MAIN OFFICE & FACTORY:- DECATUR, ILLINOIS'S L_ EARL W. PETERSON 3323 Aldrich Ave., North Minneapolis 12, Minn. . Phone: Cherry 2419 ne7 1 I I r FA WALLACE & TIERNAN INCORPORATED 25 MAIN STREET, BELLEVILLE, NEW JERSEY Village of Edina Edina, Minnesota Attention: Village Manager Gentlemen: PLEASE REPLY TO: BOX 178, NEWARK I, N. J. Please refer to our Job Numbers below in future correspondence January 29, 1957 Re: Water Department Edina, Minnesota Your Order No. 2480 W & T Job No. 01171114- Chlorination W & T Job No. 01171115 - Fluoridation We wish to acknowledge and thank you for the above - numbered purchase order authorizing Wallace & Tiernan to furnish the equipment as shown on your Purchase Order, all for the sum of Two Thousand Two Hundred Forty -Six Dollars ($2246.00) f.o.b. Belleville, New Jersey, with full freight allowed to Edina, Minnesota. We are proceeding with the prompt fabrication of this equipment and our Order Department will notify you as to the time and method of shipment. When you have received the equipment, please notify Mr. W. J. Bell, Excelsior Boulevard @ 3983 Zarthan Avenue South, Minneapolis 16, Minnesota, who will provide supervision of installation by one of our representatives. We wish to thank you again for your valued business and assure you of our continued cooperation. NRH: IM Very truly yours, WALLACE & TIERNAN INCORPORATED W. R. Hager Sanitary Sales Department WAlnut .7.886, 'V I L L A G E OF E D I N A' 4801 West 50th Street Edina 24, Minnesota January 29# 1957 Mr. E. F. Johnson +��t 6200 Sherwood Ave. Edina. 24# Minnesota Dear Sirs In answer to your letter of January 79 1957# 1,should like -to offer the following information . As author of the bulletin and active participant in revision Of the sewer rental ordinance. I. think I• can explain to your ' satisfaction the situation. Some years ago an automatic billing machine was installed in our wat6r department and the rates and billing procedures were altered to better be accomplished by machine.. One of. the changes was the elimination of the 10% discount. At that time, however, the sewer rates were not revised and the 10% discount statement-remained in the sewer-rental ordinance. Last fall# we failed to recognize this difference when we did revise the sewer rert.al 'ordinence' and hence it still allowed a 10% discount. Water charges are shown gross and net. There is no discount. the gross charge is_ payable after..thq fifteenth of the month of billing. As of today# vAth a revision "of the sewer rent al ordinam'e approved by the Village Council at their regular meeting last night,, the same'is true of sewer rental charges.. The only discount available is exactly as,shown# the difference between the gross and net charge. There was'no 10% discount on water charges either expressed or implied in the bulletin. Therefore,, your legal discount for sewer only #amounts to exactly 7¢. Your statement shows 200 in arrears# which means your next statement -will show that you owe . us 130 on back bills Please remit with your next bill. Yours very truly# Don Brauer Administrative Assistant cc; Billing Dept. Manager, Mr, Ben Woeh ler THE FLOX COMPANY INC. F X DISTRIBUTOR OF CHEMICALS 5329 N.E. UNION AVE., PORTLAND, OREGON 1409 WILLOW ST., MINNEAPOLIS 3, MINN., FEderal 2 -6458 1516 OAK STREET, ALAMEDA, CALIFORNIA NInneapolis, Flinnesota January 21, 1957 Village of Edina Water Department Edina, Minnesota Attention$ Mr. W. C. iiyde, Vi I lage Ma=.ger dent lemen a We are listing below the Nalco product you are using regularly and the corresponding prime, effective January 151 195 7. Higher raw material coats have compelled us to make corres- ponding adjustments in the prices of numerous items. No. 918 -Y am ent__Prleg 21.6 This price is f.o.b. St. Paul, Minnesota warehouse and terms are net cash In thirty days from date of invoice, . Very truly yours, THE FI C COMPANY, INC. ce $ Mr. Ben Woehler Mr. J. R. Tian Arsdale THE FLOX ' COMPANY INC,. F X DISTRIBUTOR OF CHEMICALS 5329 N.E. UNION AVE., PORTLAND, OREGON 1409 WILLOW ST., MINNEAPOLIS 3, MINN., FEderal . 2-6458 1516 OAK STREET, ALAMEDA, CALIFORNIA Minneapolis, Minnesota January 21, 1957 Village of Edina Water Department Edina, Minnesota Attention: Mr. W. _ C. Hyde, _ Village Manager Gentlemen: We are listing below the Nalco product you are using regularly and the corresponding price, effective January 15, 1957• Higher raw material costs have compelled us to make corres -, ponding adjustments in the prices of numerous items. Nalco Product No. 918 -Y Current Price 21.6se This price is f.o.b. St. Paul, Minnesota warehouse and terms are net cash in thirty days from date of invoice. Very truly yours, THE FLOX COMPANY, INC. cc: Mr. Ben Woehler Mr. J. R. Van Arsda le January 179 1957. „ Bergerson- Caswell Inc.p 13120 Wayzata Boulevard9 Minneapolis 269 R innesoLe l Attentions. R. K. Bergerson Gentlemens The Village of Edina,accepts your proposal of\January 16 concerning the gravel packing of Well #49 It is understood that the cost will not exceed $69000.009.based,'on time and material as set forth-in your letter-and the well producing 900 gallons per minute with not to exceed 4 parts per million of sand. If the treatment does not result in such production9 the Village is not obligated to pay'you for this work and you will be allowed to remove the screen. Very truly yours9 Warren C. Hyde9 Village Manager. WCH#B 48 YEARS OF WELL DRILLING 13120 Wayzata Boulevard . Minneapolis 26, Minn. RAYMOND K. BERGERSON THOMAS B. CASWELL Liberty 5 -8834 January 16th 1957 Village of Edina 4801 W. 50th St. ,Minneapolis 24, Minn. Attention: Mr. Warren Hyde Gentlemen: The following is to confirm our discussion of Well #4. We have just completed bailing the well of approximately 25 to 30 yards of sandrock. The old pump bowls which were ruined by the excessive sand are being replaced by a new set of bowls. In order to avoid this expense of bailing sandrock and replacing bowls, and to increase the capacity of this well from 550 GPM of relatively sand -free water to 800 or 900 GPM, it has been suggested that this well.now,be gravel packed. We agreed to proceed on the same hourly rates as we are now working: Drilling rig (24L) and two men $17.50 /Hr. Shop time 4.50/Hr. Pick -up truck $ driver 5.50 /Hr. Tractor /Trailer truck and driver 7.50 /Hr. Materials used - our invoice cost plus 25 %. These rates are based on 8 -hour days, 40 -h6ur week. The gravel treatment is based on using either 50' of Johnson 10"' Armco screen or 651 of 8 ". The transmissability of either screen in the above quantities is in'excess of 1700 .GPM. The gravel to be used will be of a size correlated to the sand particles from the Jordan. It will be,Eau,Claire red granite. We know this method'of treatment using the above materials will give the maximum results. Because we are-anxious to prove this to you and your .Con sulting,Engineer we are willing to agree to certain guarantees even though,we are working on an hourly rate. We agree that the gravel treatment will not exceed $6000.00 with a guarantee of 900 GPM with not to exceed an approximate 4 ppm of sand. WELL DRILLING AND REPAIRING % PUMP INSTALLATION AND SERVICE BERGERSON-CASWELL INC. Pa ge 2. Village of Edina The above price is predicated upon immediate acceptance and I am eaclosing a I n extra copy in the event you wish to signify your acceptance by signing and returning the original to us. ;Or just call and advise your decision. Sincerely yours4 M. B)(: R.K.Bergerson-cc 6N64 Cc��r�c BANISTER_ ENGINEERING CO. 4 -�` �� CONSULTING ENGINEERS 1 8 4 9 UNIVERSITY A V E N U E ST. PAUL 4. MINN. PHONE: MIDWAY 6.2612 September 20, 1957 -SPECIAL DELIVERY RE,., EDINA, MINNESOTA WATERMAIN EXTENSIONS File: #5709 Warren C. Hyde Village Manager 4801 W. 50th Street Edina 24,,Minnesota Dear Mr. Hyde: Enclosed is our.Invoice #M -1547 for preliminary work done relative to water main extensions. In reviewing this we feel that we should not charge you, at this time, any Engineer- ing fees for the estimated cost of street resurfacing as the work involved amounted to practically no extra cost to us over and above that involved without street re- surfacing. Accordingly, we are billing you the standard preliminary fee for the present proposed work. Our report included, at your request, detailed estimates of cost and preliminary plans for certain other "future" work for which the time of construction is question- able, as well as the procedures and methods of assessments. If the standard Engineer- ing fees were applied to this "future" work, the fee for this portion would be $3,820. 00 which would bring the total Engineering fees to $8,374.00. It is our honest opinion that this would be somewhat out of line and, accordingly, are reducing our fee for that +portion of the work considered "future" from the $3,820.00 figure to $750.00. This re- duces the total fee for the invoice to $5,304.00. This is less than I originally gave you on the telephone on Friday, September 20th. We trust that you will consider this invoice reasonable, under the conditions. AWB /ed enclosure Yours very truly, BANISTER ENGINEERIN COMPANY By A. . Baniste v TO Village of Edina 4801.W. 50th Street Edina 24, Minnesota INVOICE NO. M « 1547 BANISTER ENGINEERING COMPANY CONSULTING ENGINEERS 1 8 4 9 U N I V E R S I T Y AVENUE ST. PAUL 4, MINNESOTA PHONE: MIDWAY 6 -2612 DATE. September 20, 1957 RE: Watermain Extensions Our Filet #5709 FOR ENGINEERING SERVICES: Report, Estimates and Preliminary Mans - Watermain Extensions (Report dated August 2E., 1957) Estimated Cost - present proposed extensions Present proposed $398,260.00 Valves in hydrant leads 9.7i 9 ©.00 Total, including 12% for Legal, Engr'g., etc.° $408,050.00 Estimated Construction Cost .. $364,330.00 Pee for preliminary, per M.S.P.E. Schedule - 1 %% « . « - - - • + $ 4,554.00 $ Future worn, as outlined in report, exclusive of resurfacing, $342,280.00, including 12% Legal, Engineering & Misc. Estimated construction cost.:.. $305,600.00, exclusive of resurfacing.. (1k% of $305,600.00 • $3,820.00) Because time of proceeding with some.of this is.questionable and method of proceeding is still undetermined, and in view of furhher work which may have to be done, we are charging only $750.00 for this Fee for preliminary future work ............... 750, flO TOTAL Ai+JNT DATE AND PAYABLE THIS INVOICE ....................... $ 5,304.00 BANISTER ENGINEERING CO. CONSULTING ENGINEERS 1 5 4 9 UNIVERSITY A V E N U E ST. PAUL 4. MINN. PHONE: MIDWAY 6.2612 October 11, 1957 RE: NEW WATER SUPPLY WELL Mr. Warren C. Hyde Our file: 45531 Village Manager Village Hall Edina, Minnesota Dear Mr. Hyde: This letter constitutes a brief report relative to the new well just completed. You will recall.that considerable difficulty was previously encountered with this well upon its completion as far as the original plans and specifications required. The test of the water at that time indicated a relatively high iron content and a relatively high hardness, both considerably greater than was anticipated from a well terminating in the Hinckley sandrock. Subsequently, pursuant.to authorization given by you and the Village Council, modifications in the well were made such that all of the Dresbach formation lying between the Jordan sandrock and the Hinckley sandrock, was sealed off. This all has been accomplished and the well has been tested. The well is capably of a yield of 1,000 gallons per minute. It is conceivable that the final pumping rate for which the permanent pump might be purchased, should perhaps be slightly less than this but not in any appreciable quantity. The hardness of the water is approximately 11 grains and the iron content,.based upon the last laboratory analysis received, was 0.4 parts per million. A final laboratory analysis has not yet been received.from Twin City Testing and Engineering Laboratory but the foregoing figures are based upon the last data obtained from a laboratory analysis of the water taken during the testing operations. For comparison purposes the water.from the other wells has a total hardness 6f,..V grains to approximately 20 grains and the iron content from all previous wells varies from a low of 0.6 to a high of 2 parts per million. It will be seen that this new well now meets all of the previously anticipated conditions as far as hardness and iron content are concerned in that it is materially softer water and contains materially less iron. The iron content of the water, based upon the last analysis available, is'sufficiently low to be in the range which does not require iron.removal. The capacity of the well exceeds the original expectations. Accordingly, we recommend that the Village proceed with using this well and that steps be taken to construct the pump house and purchase the pump to be placed therein at the earliest time. The quality of the water from this well is sufficiently better than the quality of the water from any of the other wells to warrant -using this well as soon as possible and to the maximum extent possible. Should you have any questions regarding this I shall be pleased to discuss them with you. AWB / lm Yours very truly, BANISTER ENGINEERING COMPANY, B G y A. W. Banister BANISTER ENGINEERING CO. CONSULTING ENGINEERS 1 8 4 9 U N I V E R S I T Y AVENUE ST. PAUL 4, MINN. PHONE: MIDWAY 6.2612 June 5, 1957 Village Manager 4801 W. 50th Street. Edina 24, Minnesota Dear Sir: RE: EDINA, MINNESOTA WATERWORKS Our File: #5531 This letter constitutes a report as to the status of the new well on Hanson Road (Well No. 9) and presents certain facts and data from which it is requested.that a decision be made. The well has now been drilled to a depth of approximately 1130 feet which is 180 feet deeper than originally anticipated. This increase in depth resulted from the actual ground and rock formations being at different depths and elevations than was antici- pated at the time the specifications were prepared. The well was drilled 24" in diameter to a depth of 563 feet and has been cased with a 16" casing to this same depth of 563 feet. The Jordan sandrock has all been cased off as.well as about 34 feet of the St. Lawrence.limerock which lies immediately below the Jordan sandrock. Most of the Dresbach formation and all of the Hinckley sandrock are "open hole ": This well is of ,substantially the same construction as the new well at Fridley with the exception that it is 205 feet deeper and part of the Dresbach forma- tion (St. Lawrence sandrock) at Edina is cased off. The well has been tested and presently will yield 800 GPM or more. The limit of 800 GPM is fixed by the present test pump. The capacity can be increased somewhat by blasting but this will result in a slight increase in cost. The big problem is that the quality of water is considerably poorer than was anticipated. Based on the conditions at Fridley it was anticipated that water would be obtained having a very low iron content and a hardness of about 12 grains. The analysis of the water from this new well actually shows a hardness of 18.1 grains and 1.8 p.p.m. of iron, which is substantially the same quality of water as from your other wells. It, therefore, is evi- dent that some of the water is coming from the Dresbach formation which is not now sealed off and results in the greater hardness and higher iron content than was anticipated and is desired. Four alternates present themselves as follows: 1. The 16" casing could be pulled back to expose both the Jordan sandrock and the Shakopee limerock. This would expose the Shakopee limerock which would contribute a possible source of pollution. A- surface reservoir would have to be constructed for disinfection. The yield can reasonably be an- ticipated to be about 1000 to 1200 GPM. The cost of pulling the 16" casing would approximately be offset by the salvage value of the casing reclaimed. 2. Pull back the 16" casing t o expose only the Jordan sandrock. This would Page 2 - letter to June 5, 1957 Village.Manager Edina, Minnesota result in a lower yield than is desired and would probably require placing a screen at a cost of approximately $5,000.00. Because the water from the Jordan sandrock will stand at a higher elevation it is probable that the Jordan yield cannot be added to the yield of the Dresbach and Hinckley formation already available. 3. Keep the well substantially as it is except to blast, thereby in- creasing the capacity. This will result in a yield of 1000 to 1200 GPM and will give a water of the quality outlined, which is approxi- mately comparable to the water of the other wells but is of a poorer quality than desired. The cost of blasting is estimated at $1200.00 to $1300.00. 4. Seal off the Dresbach formation completely with a 10" liner and grout and then blast only.in the Hinckley formation. This.would probably result in a water of the quality desired but the.yield would probably be in the range of only 700 to 800 GPM. The additional cost for plac- ing the 10" liner and blasting is estimated at approximately $6400.00 to $6500.00. The decision which must now be reached is whether to seek the greatest quantity of water without basic regard for quality or to obtain a slightly lesser quantity and obtain a better quality. A 700 GPM yield from the new well will result in water pumpage, on a 24 -hour basis, of slightly over one million GPD, which is close to the daily water con- sumption of the Village for approximately nine months of the year. At present the money expended for the new well plus the money encumbered to complete it according to the original specifications is approximately $34,000.00. It is the writer's opinion that Alternates 1 and 2 are not advantageous.to the Village and that the choice rests between Alternates 3 and 4. Alternate 3, which would result in an expected yield of 1000 to 1200 GPM with the poorer quality of water, will result in the final cost of the well being approximately $35,300.00. This results from the sum of money required to increase the yield by blasting plus the amount of money spent and encumbered. Alternate 4, which provides a somewhat lesser.yield, but a better quality, is estimated to cost approximately $40,000.00 which is the sum of money already expended and encumbered plus the cost of placing a liner through the Dresbach formation and blasting. It is possible that the yield from the well, under Alternate 4, can be increased to about 1000 GPM but such is not probable based on information available. This matter has been reviewed with Dr. Schwartz of the Geology Department of the University of Minnesota. Dr. Schwartz states that it is reasonable to assume at least 700 to 800 GPM from only the Hinckley formation (this gives the good quality of water) but it is not reasonable to assume any appreciable larger quantity. It is my opinion that the Village should obtain the better quality of water because the Page 3 - letter to Village Manager Edina, Minnesota June 5, 1957 need for future treatment can.be minimized. However, the cost is greater than originally anticipated and if you feel that greater volume should be obtained then Alternate 3 should be followed. Will you please advise as to your decision. Respectfully submitted, BANISTE,A ENGINEERIN OHPANY By A. W. Baniste AWB /ed BANISTER ENGINEERING CO. CONSULTING ENGINEERS 1 S 4 8 UNIVERSITY AVENUE ST. PAUL 4, MINN. PHONE: MIDWAY 6.2612 May 228 1957 RE: EDINA WATERWORKS Our files 45531 Adams Construction Company, Inc. 2837 Girard Avenue South Minneapolis 8,, Minnesota Gentlemen: We are enclosing five (5) copies of Change Order No 2 for the furnishing,of a lighting panel not covered o tract. Would you please sign all five copies onward to t ilia Manager. Edina, for,his signature aqXAth ution. ADC /lm cc: Mr. vi1 Very y yours$ ENGINSERIM COMPANY& October 15, 1957 Mr: A. W. Banister, ` Banister. - Engineering Co., 0 1549.University Avenue,.. St.. Paul- 4, Minnesota. peer Mr. Banister: Thank you for your-very complete report on the new Hansen Road well. At the meeting of the Village'Council on•October 14, the members of the'Council were very -pleas6d with the results and . authorized us to,proceed With plans,'and lspec fications for pump and pump house. Will you, therefore, pleese'schedule this aiork at your early convenience. ' Very truly yours,. Warren C. Hyde, Village Manager. WCH:B , , � f 1 , 1 i I hereby certify that this plan, specifi- cation, or report was prepared by me 'or under ..my direct supervision and that I am a duly Registered Professional Engineer under the laws of the--State nnesota, DATE: January 28, 1957 REG. N0. 2439 r9 ADVERTISEMENT FOR RIDS PUMP HOUSE EDINA, MINNESOTA NOTICE IS HEREBY GIVEN that sealed bids will be received and opened in the office of the Village Manager in the Edina Village Hall, 4801 West 50th Street, at 11°00 A.M. Monday February 11 , 1957. The Edina Village Council will meet at 7:30 P.M. on Monday, February 11, 1957_, (or at an earlier date, upon proper notification) to consider said bids, being for the following: One Pump House to house present Well No. 7 and pump near Sherwood Road, Downing Street and Highway 169. Work must be done as described in plans and specifications on file in the office of the Village Clerk. Plans and specifications are available from the Village Engineer or offices of the Banister Engineering Company of Ste Paul, for a deposit of $10.00, which deposit will be refunded to actual bid - ders upon return of said plans and specifications. No bids will be consid- ered unless sealed and filed with undersigned before 1,1000 A.M., Monday, February 11, 1957, accompanied by cash deposit, bid bond or certified check payable to the Village Clerk in an amount of at least ten (10 %) per cent of amount of base bid. The Council reserves the right to reject any or all bids. BY THE ORDER OF THE VILLAGE COUNCIL GRETCHEN S. ALDEN, Village Clerk PROPOSAL FOR PUMP HOUSE EDINA, MINNESOTA Da Honorable Village Council Edina, Minnesota Gentlemen: The undersigned, being familiar with your local conditions, an necessary field investigations, and being familiar with all of 'ing the conditions and costs for the project,. hereby proposes materials, equipment, tools, skills, and all else necessary to the Pump House upon which we are bidding in accordance with th cations prepared for the work by the Banister Engineering Comp Avenue, St. Paul 4, Minnesota, and on file in the office of yo dated January 28, 1957, as follows: BASE BID General Contract One Complete Brick Pump House - for the lump sum of DOLLARS CENTS ALTERNATE BID General Contract One Complete Frame Pump House - for the lump sum of DOLLARS CENTS .1957 having made all r factors affect - .furnish all labor, ompletely construct plans and specifi- y, 1549 University Village Manager, In preparing my /our bid the following unit prices have been used and shall apply for any changes encountered: (prices are for any or all contracts bid and shall be filled in only for the contracts to which they apply). Dry Excavation Footing Concrete Wall Concrete Slab Concrete Reinforcing Steel (Intl. forms) (Incl. forms) (Incl. forms) P - 1 ,oa cu. yd. cu. yd; cu. yd. cu. yd. lb. If awarded this contract, I /we agree to start work according to the following schedule and to complete work according to the following schedule: START WORK ( DATE) COMPLETE WORK (DATE) Base ]did - Brick Pump Rouse Alternate Bid - .Frame Epp Blouse Accompanying this bid is a (bidder's bond) (certified check) (cash deposit)_ in the amount of DOLLARS CENTS 0 ) which is at least-of the amount of my /our bid made pay- able to the Village of Edina, Minnesota, and the same is subject to forfeiture in the event of default on the part of the undersigned or failure on the part of the undersigned to execute the prescribed contract and bond within fifteen (15) days after its submittal to me /us. In submitting this bid it is understood that the Village retains the right to reject any and all bids and to waive irregularities and informalities therein and to award the contract to the best interests of the Village. In submitting this bid it is understood that the payments will be by cash or dhecke It is understood that bids may not be withdrawn for a period of thirty (30) days after the date and time sat for the opening of bids. It is understood that the Village Council reserves the right to retain the certified check or,bond of the three lowest bidders as determined by the Village Council for a period not to exceed thirty (30) days after the date set for the opening of bids. REMKS : By. Title P - 2 Respectfully submitted, (A Corporation) An Individual) Name of Bidder (A Partnership) SPECIAL PROVISIONS PUMP HOUSE EDINA, MINNESOTA SCOPE: It is the intent that a,.Base Bid will be taken on a Brick Pump House with an Alternate Bid on a Frame Pump Souse'. The Pump, Pump base, motor, large .piping, valves, fittings, etc. are now in place and are not a part of this contract except for painting. All chlorinators, fluoridators, copper piping, hose bibs, etc. will be furnished and installed by the Owner. ; The rough grading of area to a point 6' - 0" outside the pump house wall and uniform / sand fill under pump house floor slab will be done by the Pump House Contractor. All •/ black dirt, seeding and the balance of grading beyond the 6' - 0" point and all land- scaping will be done by the .Owner. All electrical controls will be furnished by the Owner and installed by the Pump House Contractor, The two ventilating.units -and all electric wiring conduit, light fixtures, and light switches as shown on the plans including -conduit-down service poles and underground wire to the pump aA wiring in the Pump House will be done by the Pump House Contractor. Concrete: All concrete shall be Class "B" as specified elsewhere herein. (See.Section 21000) Masonry: Masonry shall be as stated in Section 12000. Lumber and Carpentry: Lumber shall be as specified elsewhere in these specifications _. for the Frame Pump House. (See Section 10000) 1/2" "Celotex" shall be placed as shown. on plans. Doors and Windows & Hardware: Windows shall be aluminum as shown on the plans, complete with glass. Storm sash are required and screens are required_for. all movable units as stated in Section 7001. The balance of Section_7000 does not apply to this project. 9'- Glass shall be D.S. z - 3 -s -r Is Doors shall be Type A hollow metal steel type,of the size shown on the plans. Doors shall have an aluminum threshold. Each door shall have 1'k pr. butts Lawrence BB 5101 A DCHR 4? x 4k, or equal. Lock set shall be Schlage C 70 PD CAM AL RHRB, or equal, Type "C ". No storm or screen doors to be furnished. Soil Pipe and Floor Drain: A 4" floor drain shall be placed where shown and connected with 4" standard S.H. soil pipe and fittings. Floor drain shall be equal to NEENAH #4970 Type "A" with bell trap. Drain shall be to a dry well as shown and described on the plans. A," Roofing: Specific and General Requirements, Section 11000, apply to this for the:$rick Pump House. For the Frame Pump House there shall be a layer of.100# felt with asphalt shingles as shown on the plans. Painting:. For the Brick Pump House the only paintincrequired is the painting of the doors. Painting of the exterior of the Frame Pump House shall, in addition to the eaves = SP - 1 and doors, shall consist of staining the shingles. Eaves and facia shall receive one prime coat and finish coat of Dutch Boy or,.equal outside paint of a color to be selected by the Owner. - - - .- Doors and frames shall be painted on both interior and exterior surfaces with one coat of primer and 2 coats enamel. Primer shall be equal to Inertol #626 and enamel shall be equal to Inertol Glamortex. Painting of all interior walls etc. for either type pump house and painting of all piping and equipment shall be by Owner -; and not by Contractor Brickwork: Brick shall be required for the Brick Pump House only and shall be as stated in:Section 12000. In submitting proposal on brick Pump House the Pump House Contractor shall allow $90.00 per thousand F.O.B. site. The color and texture to be selected by Owner. Shakes: Cedar shakes shingles where specified shall be of the best_ grade and installed by first class workmanship and may be with shop coat of stain with one additional coat in the field, or two coats in the field except that all exposed edges shall receive a total of two coats of stain. The color to be selected by Owner. Building Heat: For building heat the Contractor shall furnish and .install an electric unit heater in the chlorine room similar and equal to Chromalox UBC - 501 with thermostat for single phase, 220 volt current. The Contractor shall also furnish a gas fired unit heater to furnish 40,000 BTU /hr., all complete with metalbestos vent and weather hood and thermostat. The gas service to the unit heater shall not be a part of the contract. The final ordering of the gas fired -unit heater shall be delayed until a determination is made as to whether fuel shall be- natural or L.P. gas. Wiring: The Contractor shall do all wiring including running down power pole and running underground to building.,. The underground wiring may either be underground neoprene cable or separate underground wires or may be run in 3 ". C.W.IP. conduit. The Owner shall furnish all controls, entrance cabinets, starters, etc. The present meter and meter coil cabinet to be used'is:in a 24" x 32" unit.. The starter is a part winding starter (requires 6 wires to motor) and the disconnect switch is a -C.H. 3 pole type D 400 amp. unit. The Owner shall.also furnish an Autocon automatic pressure control for automatic control of the pump for installation by the Contractor. The Contractor shall install controls where shown and connect to the•100 HP well pump motor and chlorinator pump motor, as well as a fractional HP motor on the chlorinator -. The chlorinator pump motors shall be connected through the well pump starter all to start and stop together. SP -2 The well pump motor.is a U.S. 100 H.P. Type C.F.D. part winding, N.R.R., 1800 RPM, 242 amp unit. The Contractor shall furnish and install outlets and lights and shall wire for the gas fired unit heater and the 220 volt electric unit heater and the power roof venti- lator. Wiring shall be as stated in Section 19000. Ventilation: The Contractor shall furnish and install the ducts,air intakes and power exhaust fan shown on the plans. They shall be of the type shown on the plans. Toggle switches shall control _the fans. SP -3 1. SCOPE: The following persons engaged in the of the Contract. REVISED OCTOBER, 1956 GENERAL CONDITIONS "GENERAL CONDITIONS" shall govern the work of all performance of the Contract and shall form a part 2. OWNER: By the term "Owner" is meant the party or parties employing the Contractor or Contractors. 3 ENGINEER: By the term "Engineer" is meant Banister Engineering Company, St. Paul, Minnesota, who have been appointed by the "Owner" to take charge of the work contemplated by these specifications and the accompanying drawings and is designated and referred to in these specifications as the "Engineer ". The Engineer or Owner may appoint an authorized representative or inspector, limited in authority, assigned to make inspection of the work performed and materials furnished by the Contractor. Such a representative has no authority to order or permit deviation from plans and specifications. 4. CONTRACTOR: The person or persons making a contract with the Owner to undertake work under these specifications and drawings are hereinafter designated and referred to as the "Contractor ". 5. SUB - CONTRACTOR: The person or persons making a contract with the Contractor to undertake the furnishing of labor and material, or labor or material spec- ially made for the job is designated as the "Sub- Contractor ". 6. ,WORK AT SITE OF OR ON PROJECT: Work to be performed, including work normally done at the location of the project. 7. PROJECT: The entire public improvement proposed by the Owner to be constructed in part or in whole pursuant to the within Contract. 8. SURETY: Any person, firm or corporation that has executed, as surety, the Contractor performance bond securing the performance of the within Contract. 9. WORK COVERED BY CONTRACT: The Contractor shall provide all labor, trans- portation, materials, water, power, light, apparatus, scaffolding and utensils of whatever kind necessary for the complete and substantial exe- cution of everything shown, described or reasonably implied in the plans and specifications as belonging to the work. 10. DRAWINGS: All drawings and specifications and copies thereof furnished by the Engineer are his property. They are not to be used on other work, and with the exception of the signed contract set', are to be returned to him on request at the completion of the work. G - 1 1 REVISED OCTOBER, 1956 llo_ DRAWINGS AND SPECIFICATIONS CO- OPERATIVE: The drawings and specifications are complementary. Work shown on the drawings and not described herein and work described herein and not shown on the drawings, shall be executed in the most thorough manner and with the best materials, the same as though fully described by both drawings and specifications. 12, DETAIL DRAWINGS AND INSTRUCTIONS: The Engineer will furnish with reasonable promptness, additional instructions by means of drawings, or otherwise necessary for the proper execution of the work. All drawings and instructions shall be consistent with-the plans and specifications, true developments thereof, and reasonably inferable therefrom, The Contractor shall do no work without proper drawings and instructions. In giving such additional instructions the Engineer shall have authority to make minor changes in the work, not involving extra cost, and not inconsistent with the purpose of the work. 13. INTERPRETATION: Where there is any doubt upon any point, the decision of the Engineer as to the true intent and meaning of these drawings and specifications shall be final. 14. ADJUSTMENTS OF DISCREPANCIES: In all cases of discrepancies between the various dimensions shown on these drawings, or betwen drawings and these specifications, the more expensive construction shall be estimated, but before construction is started, the matter shall be submitted to the Engineer for his decision. Without such decision, discrepancies shall not be adjusted by the Contractor, save and only at his own risk, and in settlement of any complications arising from such adjustment the Contractor shall bear all the extra expense involved, 15. PRINTS OF PLANS: The Engineer will furnish the Contractor five (5) sets of prints, on paper, for -his use during the prosecution of the work. Any additional prints required shall be paid for by the Contractor at cost, 16, SHOP DRAWINGS: The Contractor shall submit, with such promptness as to cause no delay in his own work or in that of any other Contractor, at least three (3) copies of all shop or setting drawings and schedules required for the work of the various trades and the Engineer shall pass upon them with reasonable prompt- ness. The Contractor shall make any corrections required by the Engineer, file with him two corrected copies and furnish such other copies as may be needed, The Engineer's approval of such drawings or schedules shall not relieve the Con- tractor from responsibility for deviation from drawings or specifications, unless he has, in writing, called the Engineer's attention to such deviation.at the time of submission, nor shall it relieve him from responsibility for errors of any sort in shop drawings or schedules. 17, DRAWINGS AND SPECIFICATIONS ON THE PROJECT: The Contractor shall keep, on the project site, one (1) copy of all drawings and specifications for the work, in good order, available to the Engineer and to his representatives. G - 2 t 18. CHANGES: The Engineer, without invalidating the contract, may order extra work or make changes by altering, adding to or deducting from the work, the contract sum being adjusted accordingly. All such work shall be executed under the conditions of the original contract except -that any claim for ex- tension of time on account of such changes shall be made and adjusted at the time such work is ordered. No claim whatever shall be allowed for extra work unless the same shall have been ordered in writing by the Engineer, stipulating the amount of the remun- eration. The accounts for all such work shall be rendered monthly to the Engineer. 19. EXAMINATION OF SITE: Bidders shall inform themselves of the conditions under which the work is to be performed, concerning the site of the work -, the struc- ture of the ground, the obstacles which may be encountered and all other rele- vant matters concerning the work to be performed and if awarded the contract, shall not be allowed any extra compensation by reason of other matter or things concerning which such bidder might have fully informed himself prior to the bidding, and the successful contractor must employ, so far as possible, such methods and means in carrying out his work, as will not cause any interruption or interference with any other contractor, 20. RIGHT -OF -WAY: Wherever the Owner has unoccupied right -of -way which can be placed at the Contractor's disposal, no charge will be made therefor, but any additional ground, sidetracks, land places, pier privileges, wharves or yard space that the Contractor may require for his operations shall be provided by the Contractor unless otherwise specifically provided in these specifications or the contract. 21. SUPERINTENDENCE: Inspection will be done by the Engineer or his accredited representative. His decision shall be final as to the interpretation of all plans and specifications, and as to the quality and quantity of all material and workmanship furnished. Engineering superintendence will be furnished by the Engineer without expense to the Contractor for the construction period contemplated by the contract. In case the work shall not be completed until after the date stated in the contract and further superintendence is, in the judgment of the Engineer, necessary, the Contractor shall pay the Owner,. as liquidated damages, the actual wages and necessary expenses of the superintendent for the additional period or periods required. In case extra work is ordered or changes made which will delay the completion of the work, it shall be the duty of the Contractor to file claim for such necessary extension of time, which when approved, the Engineer shall duly extend the period of superintendettcee 22. CONDEMNED WORK: The Engineer or his representative may direct the removal from the premises of any work or materials which he may reject as unsound, improper, or not in accordance with the specifications, and such work shall be replaced to his satisfactions G - 3 REVISED OCTOBER, 1956 23, RATE OF PROGRESS: The work shall be carried forward at a rate that will, in the opinion of the Engineer, insure the completion of the work according to the Contract, The Contractor shall submit at such times as may be requested by the Engineer, sched- ules which shall show the order in which the Contractor proposes to carry on the work with dates at which the Contractor proposes to start the several parts of the work and estimated dates of completion of the several parts. If, in the opinion of the Engineer, the work is not progressing at a rate which will insure the completion of the several parts of the work within the time agreed upon and the whole work with- in the time specified in the Contract, then the Contractor shall employ such addi- tional means as may be directed by the Engineer or as may be required to insure the completion of the work within the time agreed upon, 24. APPLICATION FOR PAYMENTS: The Contractor shall submit to the Engineer, before any payment becomes due, an itemized schedule of quantities and values of the various classes of work involved and aggregating the total sum of the Contract; and supported by such evidence as to its correctness as the Engineer may require, except in the case of unit price work, for which the unit prices apply. Application for each payment shall be made to the Engineer at least ten days before such payment falls due. Application shall be in such form and supported by such evidence as the Engineer may direct. Vouchers and receipts and payments by the Con- tractor for the work involved shall be furnished before payment is made to the Con- tractor, if required, 25. CERTIFICATES: If the Contractor has made application as above, the Engineer shall, not later than the date when such payment falls due, issue to the Contractor a cer- tificate for such amount as he decides to be properly due. No certificate issued or.payment made to the Contractor nor partial or entire use or occupancy of the work by the Owner shall be an acceptance of any work or material not in accordance with this Contract, '.26e PAYMENTS ON ACCOUNT: Not later than the 15th day of each calendar month the Owner will make partial payments to the Contractor on the basis of a duly certified ap- proved estimate of the work performed during the preceding calendar month by the Contractor, but the Owner will retain fifteen (15 %) per cent of the amount of each such estimate until final completion and acceptance of all work covered by this Contract, The Contractor shall pay (1) for all transportation and utility services not later than the 20th day of the calendar month following that in which such services are rendered; (2) for all materials, tools and other expendable equipment to the extent of eighty -five (85 %) per cent of the cost thereof, not later than the 20th day of the calendar month following that in which such materials, tools and equipment are delivered at the site of the subject project,, and the balance of the cost thereof not later than the 30th day following the completion of that part of the work in or on which such materials, tools, and equipment are incorporated or used; and (3) to each of his sub - contractors, not later than the fifth day following each payment to the Contractor, the respective amount allowed the Contractor on account of the work performed by his sub - contractors to the extent of'each sub - contractor's interest therein, 1 G - 4 27. FINAL PAYMENT: Final payment for the completed work will be made within thirty (30) days after the approval and acceptance of the entire work by the Engineer and the Owner... 28. ERRORS IN PAYMENT:. No error or oversight in the making of estimates or certificates shall relieve the-Contractor from his obligation to do and complete the work according to the true intent of these specifications and drawings, 29. PAYMENT WITHHELD: The Engineer may withhold, or on account of subsequent- ly discovered evidence, nullify the whole or a part of any certificate for payment to such extent as may be necessary to protect the Owner from loss on account of it. (a) Defective work not remedied. (b) Claims filed or reasonable evidence indicating probable filing of claims, (c) Failure of the Contractor to make payments promptly to sub- contractor or for material or labors (d) A reasonable doubt that the contract can be completed for the balance then unpaid. (e) Damage to another contractor. (f) Failure to- ,complete the contract.:within the time specified. When all the above grounds are removed, certificates shall at once be issued for amounts withheld because of them* 30. DEDUCTIONS FOR UNCORRECTED WORK: If the Engineer and the Owner deem it inex- pedient to correct work injured or done not in accordance with the Contract, an equitable deduction from the Contract shall be made thereforo 31. LIENS: Neither the final payment nor any part of the retained percentage shall become due until the Contractor, if.required, shall deliver to the Owner a complete release of all liens arising out of this Contract, or receipts in lieu- thereof.and, if required in either case, an affidavit that so far as he has knowledge or information the release and receipts include . all the labor and material for which a lien could be filed; but the Contractor may, if any sub- contractor refuses to furnish a release or receipt in full furnish a bond satisfactory to the Owner, to indemnify him against any claim by lien or otherwise, if any lien or claim remains unsatisfied after all pay- ments are made, the Contractor shall refund to the Owner all monies that the latter may be compelled to pay in discharging such lien or claim, including all costs and attorneys* 32. ASSIGNMENTS: Neither party to the Contract shall assign the Contract or sublet it as a whole without the written consent of the other, nor shall the Contractor assign any monies due or to become due to him hereunder, without the previous written consent of the Owner, 33. EXTENSION OF TIME: All time limits stated in the Contract documents are of the essence of the Contract. Upon receipt of written notice from the Contractor of the existence of causes over which said Contractor has no G - 5 REVISED OCTOBER, 1956 control and which must delay the completion of work, the Engineer may at his discre- tion extend the date specified for the completion of the work. No allowance will be made to the Contractor for stoppage or suspension of the work by the Engineer un- less stoppage or suspension is due to the fault of the Owner, then extension of time corresponding to the duration of stoppage or suspension will be allowed for the com- pletion of the work. 34. GUARANTEE: The Contractor shall immediately repair or replace at his own expense any defective work caused by faulty workmanship or materials of which he is notified during the construction period or within one year after the date of final acceptance of the work, regardless of.the previous approval and acceptance of the work. 35. CONTRACT SECURITY: The Contractor shall, at the time of the execution of the Contract and before commencing the work, furnish a bond in the full amount of this Contract in the form attached to the specifications as a security for the faithful performance of this Contract and for the payment of all liabilities arising under or on account of this Contract. 36. "HOLD HARMLESS" CLAUSE: The Contractor shall assume all liability and save the Owner harmless and indemnify him from every claim, action, cause of action, liabil- ity, damages, expense or payment by reason of any injury to person or persons in- cluding death suffered through any act or omission of the Contractor or any sub- contractor or anyone directly or indirectly employed by either of them in the prose- cution of the work or any portion thereof included in this Contract. 37. CONTRACTOR'S INSURANCE: The Contractor shall not commence work under this Contract until he has obtained all insurance required herein and such insurance has been ap- proved by the Owner, nor shall the Contractor allow any sub - contractor to commence work on his sub - contract until all similar insurance required of the sub - contractor has been so obtained and approved. All such insurance contracts shall be maintained throughout the life of this Contract and shall be evidenced by carrier's certificates filed with the Engineer. (a) Compensation Insurance The Contractor shall take out and maintain during the life of this Contract Workmen's Compensation Insurance for all of his employees employed at the site of the project, and in case any work is sublet the Contractor shall require the sub - contractor simi- larly to provide Workmen's Compensation Insurance for all of the latter's employees unless such employees are covered by the Protection afforded by the Contractor. In case any class of employees engaged in hazardous work under this Contract at the site of the project is not protected under the Workmen's Compensation statute, the Contractor shall provide, and shall cause each sub - contractor to provide adequate insurance coverage for the protection of his employees not otherwise protected. (b) Public Liability and Property Damage Insurance The Contractor shall take out and maintain during the life of this Contract such Public Liability and Property Damage Insurance, including Contractor's Contingent or Protective insurance to protect the Contractor from damage claims arising from operations under this Contract, as shall protect him and any sub - contractor perform- ing work covered by this Contract, from claims for damages for personal injury, G - 6 REVISED OCTOBER, 1956 including accidental death, as well as from claims for property damages which may arise from operations under this Contract, whether such operations be by himself or by any sub - contractor or by anyone directly or indirectly employed by either of them and the amounts of such insurance shall be as follows: Public Liability Insurance in an amount not less than $50,000.00 for injuries, including accidental death to any one person; and subject to the same limit for each person, in an amount not less than $100,000.00 on account of one accident, and Property Damage Insurance in an amount not less than $5,000.00. The Contractor shall require sub - contractors, if any, not protected under the Contractor's Insurance Policies to take out and maintain like insurance in like amounts. (c) Automobile Insurance The Contractor shall take out and maintain during the life of this Contract Automobile Public Liability Insurance in the amount of not less than $50,000.00 and $100,000.00 and Property Damage Liability Insurance in an amount of not less than $5,000.00 if any motor vehicles are engaged in operations within the terms of this Contract on the site of the work to be performed thereunder; covering the use of all such motor vehicles, unless such coverage is included in the in- surance required hereinbefore. (d) Fire Insurance The Contractor shall carry fire insurance from the beginning of the work to acceptance of the completed structure. The policies shall cover all work incorporated in the building and all materials for the same on or about the premises and shall be made payable to the Owner and the Contractor as their respective interests may appear. (e) Hail and Tornado Insurance The Contractor shall provide hail and tornado insurance as described under (d)• 38. PROTECTION OF WORK: The Contractor shall have charge of the site and shall be responsible for the protection of his work during the execution of the Contract. He shall take charge of, and be responsible for any loss or in- jury from any cause, to any materials delivered on or in the vicinity of the work to be used thereon.in connection with this Contract. The Contrac- tor shall protect his work from injury due to weather, frost, accident or other cause and shall immediately, after written notice is given him by the Engineer, repair any damaged work or replace such work with new work. All work shall be perfect upon completion of the Contract and shall be protect- ed by the Contractor until its final acceptance. The Contractor shall erect substantial barricades, fences, walks, shelters, provide and maintain danger signals and warnings where necessary and do G - 7 REVISED, OCTOBER 1956 whatever else may be necessary and shall observe and,obey all laws and ordinances relating thereto& 39. ACCIDENT PREVENTION! Precaution shall be exercised at all times for the protection of persons (including employees and property). The safety pro- visions of applicable laws, building and c instruction code shall be observed, machinery, equipment, and all hazards shall be guarded or elimin- ated`in accordance with the safety provisions of the Manual of Accident Prevention in Construction, published by the Association of General Con- tractors of America, to the extent that such provisions are not in contra - vention of applicable law, 40. LAWS AND ORDINANCES- The Contractor shall comply with all the'laws, ordin- ances and regulations of the State, corporation or regularly constituted authorities insofar as such laws and ordinances apply to the work contem+ plated by this Contract& 41, BUILDING CODE: The building code of the municipality where the work is to be done shall be considered a part of these specifications and shall be complied with by the Contractor. 42. NOTICES AND PERMITS: The Contractor shall give all necessary notices and obtain all permits.' municipal and otherwise necessary for carrying on the work, and shall pay -all- charges for permits, water used for all purposes, sewer and plumbing connections, repaving of streets, surveyor's fees and all expenses incidental thereto, as may be required for his work* Ease- ments for crossing pavements and railroad tracks shall be obtained by the Owner, or the Engineer. 43� PATENTS: The Contractor shall, for all time, secure to the Owner the free and undisputed right to the use of any and all patented articles or methods used in the work and shall defend at his own expenses any and all suits for infringement of any such patents, and in the event of adverse awards under patent suits the Contractor shall pay the awards. 44. SUR- CONT1tACTOAS: Sub- Contractors or any kind of agents of the Contractor shall be as such, considered as employees of the Contractor and shall be governed No portion of the work shall be sublet without the approval of the Engineer. Bidders are requested to submit with their proposal the name of the sub- contractors whose estimates were used in making up the bid and whom they propose to employ on the work. It is required that sub - contractors be approved by the Engineero 4.5. OTHER CONTRACTORS: This Contractor, at an early date, shall confer with the other contractor whose work may affect his so as to promote harmony of work, any difference of opinion being arbitrated by the Engineer, The Contractor shall allow other contractors access to the site at all times as may be necessary for the proper carrying.out of their contractso The Engineer shall determine the order in which the various contracts shall be carried on. G -8 REVISED OCTOBER, 1956 46. CONTRACTOR'S FOREMAN: The Contractor shall give his personal supervision to the work of the Contract. When not personally present at the site he shall be represented at the site by a competent foreman who shall be given full authority to receive instructions from the Engineer and to act thereon with reference to the Contractor. 47, INCOMPETENT MEN: The Contractor shall at all times enforce strict discipline and good order among his employees and shall not employ on the work any unfit person or anyone not skilled in the work assigned to him. 48. METHOD OF PROCEDURE: All work shall proceed in the manner and sequence desig- nated by the Engineer, and under his direction and superintendence. 49. WEASUREMENTS: The Contractor shall lay out all work from dimensions given on plans. The Contractor shall take measurements and verify dimensions of exist- ing (old) work, if any, that affect his work or to which his work is to be fitted. He alone shall be responsible for the correctness of all measurements. 50, MATERIALS AND WORKMANSHIP: Unless otherwise specified, all materials shall be new and both workmanship and materials shall be of good quality, The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. 51. MATERIALS AND SUBSTITUTION: When more than one kind of manufacturer of a material is specified the option shall be with the Contractor. Articles and materials specified by name shall be considered as standard, but it is not the intent to bar other makes of equal value and workmanship. However, no such substitution shall be made either before or after.the taking of bids without the written consent of the Engineer. 52, SAMPLES: The Contractor shall furnish for approval samples as may be directed by the Engineer. The work shall be in accordance with approved samples. 53. ORAL MODIFICATION: No oral statement of any person, whomsoever he may be, shall in any manner or degree modify or otherwise affect the terms of these specifica- tions or the Contract for the work. Any changes shall, before being made, be stipulated and agreed to in writing by the parties to the Contract. 54. CUTTING, DIGGING, AND PATCHING: The Contractor shall do all cutting, fitting, or patching of this work that may be required to make its several parts come together properly and fit it to receive or be received by work of other Contrac- tors shown upon, or reasonably implied by, the drawings and specifications for the completed structure. The Contractor shall not endanger any work by cutting, digging or otherwise and shall not cut or alter the work of any other Contractor save with the consent of the Engineer. G - 9 REVISED OCTOBER, 1956 55. OWNER'S RIGHT TO DO WORK: If the Contractor should neglect to prosecute the work properly or fail to perform any provision of this Contract, the Owner, after three days' written notice to the Contractor, shall without prejudice to any other remedy he may have, make good such deficiencies and may deduct the cost thereof from any payment then or thereafter due the Contractor pro- vided, however, that the Engineer shall approve both such action and the amount charged to the Contractor. 56. OWNER'S RIGHT TO TERMINATE CONTRACT: If the Contractor should be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors; or if a receiver should be appointed on account of his insolvency, or if he should persistently or repeatedly refuse or fail to supply properly skilled workmen or proper materials, in the judgment of the Engineer, or if he should fail to make prompt payment to sub - contractors or for material or labor, or persistently disregard laws, ordinances of the instructions of the Engineer, or otherwise be guilty of a substantial violation of any provision of the Contract; then the Owner, upon written certificate of the Engineer that sufficient cause exists to justify such action, may without prejudice to any other rights or remedy, and after giving the Contractor and sureties seven (7) uay €' written notice, terminate the employment of the Contractor and take pos- session of the premises and of all materials, tools, and appliances thereon and finish the work by whatever method he may deem expedient. In such case the Contractor shall not receive any further payment until the work is finished. If the unpaid balance of the Contract price shall exceed the expense of finish- ing the work, including compensation to the Engineer for his additional services, such excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor shall pay the difference to the Owner. The ex- pense incurred by the Owner as hErein provided, and the damage incurred through the Contractor's default shall be certified by the Engineer. 57. WRITTEN NOTICE: Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an of- ficer of the corporation for whom it is intended, or if delivered at or sent by registered mail to the last business address known to him who gives the notice. 58. PROPOSALS: Bids will be received in accordance with the notice given. Proposals shall be made in the form of the blanks attached to the specifications. Each bidder shall be prepared to submit, when required, a written statement showing the plant and machinery he has available for this work and citing work of similar character and proportions which have been accomplished by the Contractor making the bid and which may be examined by the Owner or the Engineer. This statement shall also contain.evidence of the bidder's financial ability to execute the work and of his ability to provide the necessary bond. The Owner reserves the right to reject any or all proposals. 59. "OR EQUAL" CLAUSE: Whenever, in any of the Contract Documents, any article, appliance, device or material is designated by the name of the manufacturer or vendor or by any propriety name and such name is not followed by.the words "or equal ", it shall be deemed that such words do follow such designation, un- less the context clearly requires a contrary designation or construction. Any article or materials equaling the standards fixed may be used in place of that G - 10 REVISED OCTOBER, 1956 specifically mentioned by the specifications, provided that the material proposed is first submitted to and approved by the Owner or its authorized representative, 60. CLEANING UP: The Contractor shall keep the work, streets, alleys, and grounds at all times free from rubbish, surplus and waste materials caused by any opera- tions under his charge, clean up the building, grounds and streets and leave the work perfect in every respect. 61. EXTRA WORK DONE BY FORCE ACCOUNT: If the value of extra work can not be determined by methods outlined in Item 18 "Changes" the Owner may order the work to proceed by Force Account. In such case the Contractor shall keep and present a correct amount of the net cost-of labor and materials together with vouchers, in such form as the Engineer may direct. The Engineer shall certify to the amount of labor and materials "only plus twenty (20 %) per cent for overhead, profit and incidentals. If equipment rental or equipment operating costs are involved in the matter, the Contractor shall submit to the Owner and the Engineer before beginning work a list showing hourly cost of operation of such equipment. Extra work shall be done at this hourly rate plus fifteen (15 %) per cent for overhead, profit, and incidentals. 62. LINES AND LEVELS: The Engineer shall furnish all necessary lines, levels, bench marks and do all instrument work necessary for the proper location of the various parts of the work. The Contractor shall make and be responsible for all measure- ments from the adjacent established lines, levels or bench marks. Such lines, levels or bench marks, will, in general, be given above grade. The Contractor shall furnish the Engineer with such competent assistants as the Engineer may require for any and all survey work in connection with this Contract. 63. INSTRUMENTS: The Contractor shall provide and keep constantly upon the work such first class instruments as are required in verifying and establishing lines, levels, etc., and shall see to it that the foreman on the work is thoroughly conversant with their use. 64. SCREENS AND TEMPORARY HEAT: The Contractor shall furnish all equipment, fuel, and labor necessary for properly heating the required buildings during construction and shall keep such buildings heated as may be necessary for the proper execution of the work. The Contractor shall also furnish and maintain such temporary closures as may be necessary for the proper heating and protection of the work. 65. CONVENIENCES FOR WORKMEN: The Contractor shall furnish and maintain a temporary water closet or privy of the type and location approved by the Engineer, and allow the same to be used by every person doing anything relative to such build- ing and carry out directions relative to such water closet or privy and shall remove same when directed by the Engineer. A screen shall be placed in front of the door of the water closet. 66. CEMENT SHED: Where required by the "SPECIAL PROVISIONS ", the Contractor shall provide and erect an absolutely weather -tight cement shed with double floor raised off the ground, and of such dimensions that there shall be ample room for the storage of full consignments of cement, in such quantities as may be required to carry the work on expeditiously. See also Specifications on "Concrete Construction ". G - 11 REVISED OCTOBER, 1956 67, CONTRACTOR'S AND SUPERINTENDENT'S OFFICE: Except where otherwise directed the Contractor shall provide and erect a suitable weather -tight house or office of approved size and sufficiently lighted. The house shall consist of two rooms (one for Contractor's office and one for Superintendent in charge) with inter- communicating door and wicket window with shelf for telephone set in dividing partition. The Superintendent's office shall have a double floor raised above the ground. It shall be properly fitted with a large table for filing of drawings, specifications, etc.; the Contractor shall provide telephone service -, heat and light, G - 12 FORM OF AGREEMENT THIS AGREEMEN'T9 Lade and signed this day of by and between the of hereinafter called the " Owner" and hereinafter called the "Contractor ". THIS AGREEMENT WITNESSETHa that the Owner and the Contractor, for the consideration hereinafter stated, agree as follows. ARTICLE I. The Contractor hereby covenants and agrees to perform and execute all the provisions of the plans and specifications as prepared by the Banister Engineer- ing Company of St. Pawl, Minnesota, and indicated below under Article IV, as approved by the Owner for and to do everything required by this agreement and the contract documents. ARTICLE-II. The Contractor agrees that the work contemplated by this contract shall be fully and satisfactorily completed on, or before ,19 -. ';ARTICLE III. The Owner agrees to pay and the Contractor agrees to receive and accept payment in accordance with the prices bid for the unit or lump sum items as set forth in the conformed copy of Proposal Form hereto attached, which prices shall conform to those in the accepted Contractor's proposal on file in the office of the Clerk of the aggregate of which prices, based on the approximate schedule of quantities, is estimated to be $ Monthly and final payment shall be made as provided in the General Conditions. ARTICLE IV. The Contract Documents shall consist of the following component parts, l.' The Proposal Form (conformed copy) 2. General Conditions of the Specifications for Public Improvements. 3. Special Provisions, (if any) 4. Specifications 5. Plans and drawings which are attached to the Specifications or which are identified as Sheets 1 to fore 6. Addenda H6. through 7. Contract Bond 8. This Agreement. This Agreement, together with the documents hereinabove mentioned, form the Contract, and all documents are as fully a part of the Contract as if attached hereto or here- in repeated. G - 13 i IN WITNESS WHEREOF, the parties to this agreement have hereunto set their hands and seals as of the day and year first above written. (Seal) THE OF i By Mayor By Attest: Clerk (Seal) ,Contractor By (Title) In the presence of: I1 �I i G - 14 PERFORMANCE AND PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS that We, as Principal and (a corporation certified by the Minnesota Commissioner of Insurance and authorized to act as a surety as provided in Minnesota Statutes Section 71.31 and 574.15), as Surety, are held and firmly bound unto the of a Minnesota municipal corporation ,.hereinafter called the 70bligee ", for the use of the Obligee and.of.all persons and corporations doing work or furnishing skill, tools, machinery, materials or insurance premiums, or equipment or supplies, for any camp maintained for the feeding or keeping of men and animals engaged under, or for the purpose of, the contract described below, in the amount of DOLLARS ($ ), for the payment of which well.and truly to be made we bind ourselves, and each of us, and our, and each of our, successors and assigns, jointly and severally, firmly by these presents. WHEREAS the Principal has entered into a written contract with the Obligee dated , 19 , for: the regularity and validity of which is hereby affirmed and for which a bond is re- quired by Minnesota Statutes Section 574x26;- -- NOW, THEREFORE, if the Principal shall perform and complete said contract in accord- ance with its terms and shall pay, as they may become due, all just claims for such work, tools, machinery, skill, materials, insurance premiums,_ equipment and supplies, and sha save the Obligee harmless from all costs and charges that may occur on account of t e doing of the work specified and for the enforcing of the terms of this bond if action is brought hereon, including reasonable attorney's fees, in any case where such action is successfully maintained and for the compliance with the laws appertaining thereto, then this bond shall be void, but otherwise shall remain in full force and effect. No assignment, modification, or change in the contract, or change in the work covered thereby, nor any extension of time for completion of the contract, shall re- lease the Surety on this bond. Sealed with our seals and dated this day of ,19 e Witnesses to Contractor's signature: Principal (Name of Contractor) (Seal. of Contractor) ( if a corporation) Witnesses to Surety's signature; G -15 By and Its Its Surety By Its CERTIFICATE OF ACKNOWLEDGEMENT BY PRINCIPAL (For use where Contractor is Individual or Partnership) STATE OF MINNESOTA ) SS COUNTY OF ) On this day of 19 , before me personally appeared to me known to be the person_ described in and who executed the foregoing bond, and acknowledged that he executed the same as free act and deed. (Notarial Seal) Notary Public CERTIFICATE OF ACKNOWLEDGEMENT (For use where Contractor is a Corporation) STATE OF MINNESOTA ) SS COUNTY OF ) On this day of 19 before me personally appeared and to me personally known, who, being by me duly sworn, did say that they are respectively the of that the seal affixed to the foregoing instrument is the corporate seal of said corpora- tion, and that said instrument was executed in behalf of the corporation by authority of its Board of Directors, and said and acknowledged the instrument to be the free act and deed of said corporation. Notary Public (Notarial Seal) Full Name of Surety Company Home Office Address Name of Attorney -in -fact Name of Local Agency Addread ofLocAI�Agency If this bond is executed outside of the State of Minnesota, it must be countersigned on the Performance Bond by a Minnesota resident agent of the Surety Company. 9 Name of Agent affixing countersignature Address MEMORANDUM: Affix here Power of Attorney and Acknowledgement of Corporate Surety. G - 16 N'' 2000. EXCAVATION, BACKFILLING AND GRADING General Requirements 2001. CONDITION OF SITE: The Contractor shall accept the site in its present condition and shall do all clearing, grubbing, excavation, filling and grading necessary for the completion of the contract. 2002. MASS EXCAVATION: The surface loam shall be stripped from the site of the excavation and piled separately for use as top soil when finished grading is done. All other excavated material shall be piled separately and out of the way of other construction work, until back - filling and grading is to be done. Excavation shall be large enough to allow the construction of walls and form work and inspection of -same on all sides. Mass excavation shall extend only to the bottom surfaces of tank and floor slabs. Foundations and footings shall be placed on solid, unfrozen, undisturbed earth. If excavations are made too deep, the Contractor shall start the foundations at the extra depth without extra charge. Excess material not to be used for grading or filling at the site, shall be removed to a location desig- nated by the Engineer and within a distame of 1000 feet at to additional cost to the Owner. 2003. ROCK EXCAVATION: Where 5 or more cubic yards of solid rock, or individual boulders each over 1 cubic yard and aggregating 5 cubic yards total, are encountered it shall be construed as rock excavation unless modified by the Specific Requirements. Rock and boulders are defined as rocks which are not decomposed, weathered, or shattered, and which will require blast- ing, boring, wedging, or use of air tools for removal. Where a unit price for rock excavation is stated in the proposal form said unit price shall apply for determining payment for this item. The unit price for rock unless stated otherwise in the Specific Requirements shall be construed as the price in addition to the equal volume of earth excavation. 2004. BLASTING: Where roc} is encountered, drilling and blasting may be re *ort -. ed to. Such work shall be done only by experiened skilled operators so that no damage will result and state laws and local ordinances shall be" adhered to. 2005. INSPECTION: Each excavation shall, before any foundation work is placed therein, be examined and approved by the Engineer who will decide whether or not foundations shall be carried to a greater depth than shown. Extra work on this account, if any, will be paid for as provided for "extra work" except that where the proposal form states a unit price for exca vation this price shall apply to any changes so required by this section. 2000 - 1 2006. SHEET FILING AND SHORING: Where necessary, to restrict the size of excavation or to protect property, the sides of excavations shall be temporarily supported and maintained secure until permanent support is provided,. Shoring and sheet piling shall be removed as back - filling progresses, ex0ept as otherwise directed by the .Engineer. No extra payment shall be made for this work. 2007. WATER: The Contractor shall keep excavations free from water as required by the execution of the work. The.Contractor shall furnish all power, pumps and other apparatus necessary for the rapid and proper execution of the work. 2008. BACK - FILLING: The Contractor shall back -fill around the several parts,of the work to the elevation shown. No back - filling shall be done without the permission of the Engineer, nor until the forms and sheet piling have been removed and such surface treatments as are necessary or specified have been applied. Filling shall be done with earth free from perishable materials or materials which would cause or permit settlement. Filling shall be placed'in layers not more than six inches (6 ") thick and each layer shall be thoroughly tamped. Any load bearing fill, (Excavation under structures, pipes, etc.) shall be back - filled from the bottom of the excavation to the bottom side of the footings or floors of such structures with'ten parts of clean pit run gravel mixed with one part of cement. Mixing shall be done in a concrete mixer with sufficient water to permit proper mixing. No construction will be vermitted on toys of loose fill. Same shall apply to piping placed under floors, or at points where a pipe enters a building or tank. Extreme precaution shall be taken to prevent shear- ing ofipipe due to load of backfill. It is assumed that no extra payment, over and above the bid price,, shall be made unless the plans and/or specifications fail to properly show the location of existing grade. If such is improperly shown extra payment will be made as provided in the General Condi- tions. 2009. GRADING: It is assumed that all soil removed from excavation can be used on the plant site. The final grading shall be carried to grade lines as shown on elevations of buildings and sloped to drain away from the buildings in every direction, making sure mean- while that free drainage from all parts of the site is maintained. Top soil saved from the site of excavation shall be spread over graded surfaces adjacent to and in front of the buildings. The finished work shall be smooth, true and sightly. The top 6 inches throughout shall be of black soil suitable for growing purposes and shall be raked and rolled unless stated otherwise in the Specific Requirements. 2000 -2 . 7000. DOORS General Reouirements 7001. METAL DOORS AND FRAMES.- TYi)e A Hollow metal doors shall be Trussbilt, Type 29, or equal manufacture. The door edge shall not be recessed. Frames shall be similar to design CF201 as made by the Trussbilt Steel Doors, Inc., St. Paul, Minnesota, and shall. be made of #16 gauge cold rolled steel. All ,joints shall be continuously welded with the exposed portions ground smooth. Angle clips, concrete rails, and shields for fastening to concrete floor shall be furnished. Provide three T- shaped anchors for each leg of frame for anchoring into mortar .points. Frames shall be erected before walls are erected. Type B All Control House exterior doors shall be of the reinforced type similar to Trusscore as made by Trussbilt, or equal manufacturer. .7002. HARDWARE FOR ALL DOORS: All hardware shall be as shown in 1600^. 7003. WOOD DOORS: Wood doors shall be of the size shown on the plans and con- structed in accordance with "Millwork" 900 ^. 7004. GARAGE DOOR: Supply one 121 by 12" horizontal roll, three section, lights as shown on plans. Lock shall be morticed cylinder lock, with keys as specified in "Hardware ", Section 16000. Hardware shall be as made by Richards- Wilcox supplied by F.O.K. Door shall be 20' wood and constructed as specified herein under "Millwork ", Section 90000 Thresholds shall be made of 2" round heavy galvanized pipe. Supply one S' x8a garage,door 2" stock wood without lights; hardware for two section door horizontal roll and thumb latch lock. 7005. All doors shall be reinforced for hardware. Doors and frames shall be primed by manufacturer using red lead, black iron oxide, or a combination of both in synthetic resin -tong oil varnish vehicle applied according to the directions of the paint manufacturer. 9000° MILL WORK 9001. EXTERIOR MILLWORK-. Where the plans indicate door frames to be made of wood they shall be cut from genuine white pine or cypress, shall have rabbeted stops and shall be toxic dipped in all parts (including brick molds). Brick molds shall be provided with caulking rabbets for all openings. A similar mold complete with caulking rabbets shall be used as interior trim for frames set in exterior concrete walls. Doors shall be of size and thickness as indicated on the plans. Plans shall indicate glazed doors which will have cross panel type of size and thickness indicated, with solid rails, stiled, and panels, and solid panel molds. Wood for all doors shall be genuine white pine or cypress and shall be toxic dipped or water- proofed with approved material. Glazed doors shall have wood glazing stops. Where wood sash is indicated on the plans it shall be one and three-quarters inch (1- 3/4B0) thick, white pine or cypress. Plans shall indicate method of opening, 9003. INTERIOR MILLWORK: Interior millwork as indicated on plans shall be of white pine. Interior trim for use on partitions shall be of standard one piece casing type (mitred or coped at.corners)e Simple rectangular moulding with slightly rounded corner will serve as trim except as specified elsewhere. Wood base board will be 3411 x 4 -1/411 casing type with standard base shoe and base cape 9004. QUALITY OF LUMBER: All lumber for exposed finished work shall be sound, kiln and air.dried, selected, clear and free from blemishes that will show after finish is applied. All lumber for concealed work shall be sound, dry and free from large or loose knots and defects. 9005. STORAGE AND PROTECTION: Millwork shall be kept dry and at all times protected from moisture until it has received its first coat of paint, stain, or varnish. 9oo6o INSECT SCREENS: Insect screens shall be provided for all wood sash that are arranged to open. Screens shall be wired with 18 mesh copper or bronze screen cloths 10000° LUMBER AND CARPENTRY 10002, 10 FT SCOPE: Under this heading shall be furnished all lumber, rough hardware, miscellaneous materials and labor necessary for all carpenter work shown or called for on the plans or specified hereinafter. The Contractor shall also furnish all rough hard- ware, blocking, framing and labor for the complete erection of all millwork and cabinet work and he shall install all trim hardware. BUCK FRAMES: Buck frames shall be 1- 511610 thick, of sound well seasoned fir, pine or spruces They shall be made to the dimen- sions and details shown. Buck frames shall be accurately located and then plumbed and braced securely in position and masonry built around them. Buck frames shall be secured in masonry work by metal anchors, three on each jamb, located when erecting frames to come in the mortar joints in the masonry. Anchors shall be 3 -1210 deep lag screws. Each anchor shall be secured with two No, 10 x 1 -1211 wood screws. 003- FINISHED HARDWARE: Finished hardware is specified separately under "hardware10 but shall be applied by the carpentry contractor who shall cut mortises and recesses for locks, butts, etc. in a neat and workmanlike mannero All hardware shall be fitted before final coats of paint are applied but shall be put on after painting is completedo Hardware shall set plumb and true in good and workmanlike manner and to operate properlyo Hard- ware shall be properly boxed and labeled as to location and contents and shall be so kept until installed. 4. PRIMING: No window or door frames, or mill work shall be erected until such work has received a thorough priming coat on all sides as specified under "Painting". 5. ERECTION OF MILLWORK: All this work shall be erected in a neat, substantial and workmanlike manner and all shall be left smooth, free from hammer marks or other tool marks, slivers, open joints, etc. All joints shall be absolutely tight. All work shall be plumb, square, level and true. Window frames shall be set accurately in place, then plumbed and blocked out from concrete and nailing strips and securely nailed to the nailing strips. Door frames shall be set in place before trim is applied and shall be blocked out from buck frames and nailed permanently in place. Blocking and fastening shall be not more than 1811 O.C. 10000 - 1 i 10006. CREOSOTING: Creosoted Noe 1 common pine shall be used for nailing strips on roofs, stop logs, baffles and other work exposed to water or to the weather. Creosote treatment may be 8# pressure vacuum treatment or two brush coats of Carbasota, Avenerious Carbolineum or equal. 10007. PLANK COVERS: Plank covers shall be provided where indicated on the plans. These shall be made of 2t1 x 8P1 S28 or S4S with 211 x 411 battens. Creosote treatment may be 8# pressure vacuum treatment or two brush coats of Carbosota, or equal.. 10008. CAULKING: All frames in exterior walls shall be caulked weather - tight to surrounding construction with Pecora, Tremco, Sterlastic or equal caulking compound applied in accordance with manufacturer's recommendations in an effective neat and workmanlike manner. 10009. CONCEALED LUMER: All lumber for roof joists, rough bucks, etc. shall be #2 or better fir. Roof sheathing shall be #2 or better pine shiplapo 10010. PLANK FOR SAND BEDS: Plank walls for the sludge drying beds shall be #2 or better Douglas.Fir, nominal 211 x 1211 and shall be creosoted as stated in Section 100060 10000 - 2 11000. ROOFING, ROOF INSULATION AND SHEET METAL Specific and General Requirements 11001. GENERAL: The General Contractor shall furnish and install roofing as stated herein for the Brick Pump House. The roofing shall be applied to the top of the rigid insulation. 11002. CONSTRUCTION REQUIREMENTS: Insulation. Over the concrete slab of the building the Contractor shall furnish and install insulation consisting of 1" Celotex or equal. All surfaces to receive roof insulation shall be dry, smooth, clean and free from holes, cracks, or projections. Mop concrete roof decks with continuous mopping:s of hot pitch approximately two -feet wide. Provide water cutoffs as required. The method of applying and installing the insulation shall be -}►lat recommended by the manufacturer, but the insulation shall be cemented to the concrete slab with an asphaltic material furnished by the man- ufacturer.. The insuligting material shall be especially made for roof insulation. Roofing. The roof shall be of the following types: Rubberoid Specification 152 Carey Sgecs..4 -A Barrett Type A This roofing is to be Laid over 11° of "Celotext9 or equal insulation. 11003. GRAVEL STOP AND FACIA: The Contractor shall furnish an aluminum gravel -stop and facia on the building in the manner indicated on the detail of the plans, of Alcoa 63S -T42 alloy at minimum of 1.201 lbs. per foot. 11006. ROOF VENTILATORS: Roof ventilators shall be installed where shown on the plans and shall be as specified under Section 17500. 12000. MASONRY Specific and General Requirements WORK INCLUDED: This work includes the furnishing of all material and the complete erection of brick and concrete block. BUILDING IN THE WORK OF OTHERS: The Contractor shall build in properly all anchors, ties, plates, joists, beams, lintels, flashing, inserts, etc., which come in con- tact with masonry work. OPENINGS, CHASES AND RECESSES: The Contractor shall examine the drawings and spec- ifications of all branches of the work, check sizes of all openings, frames and work built in connection with masonry and report all discrepancies. Provide open- ings, chases and recesses in masonry walls.as necessary for pipes, ducts, conduits, etc., as shown on the general and mechanical drawings, as directed by the Contractor whose work is to be installed or as required. PROTECTION: Maoonry shall be kept at a temperature above freezing until mortar has attained sufficient strength and set so that it will not be damaged by freezing., Warm all materials in freezing weather. Protect the work by appropriate covering from damage by weather. MATERIALS: Materials shall conform to the latest standard specifications of the A.S.T.M, as follows: Concrete Block - C -90 - 8" thick for brick bldg. and 121° thick when used as foundation for frame bldg. Sand - C144 - 1007. of sand shall pass a #8 sieve. Portland cement - C150 Masonry cement - C91 Quick lime - C5 Hydrated lime - C207 Type S Face brick - C216 Grade SW, Type FBS The Contractor shall allow $90.00 per thousand face brick F.O.B. nearest rail- head and shall provide transportation from railhead to building site. Color and texture of brick shall be selected by the Owner. If the actual cost of the brick differs from the stipulated amount, adjustment shall be made by adding to or deducting from the contract price, the actual net difference. Water shall be clean and free from oil, acid and organic matter. Brick _Face brick shall be used for the exterior facing of all walls as shown on the drawings. Common brick shall be used for all unexposed brick work. CLEANING AND POINTING: At the completion of the building, the mason shall clean and wash all exposed masonry and point up all mortar joints as required. Such work shall be done in accordance with best current practices. 12000 -1 MORTAR; Mortar for masonry shall be mixed as follows: 1 part Portland cement, 1 part lime putty and 6 parts sand; or 1 part masonry cement of an approved brand and not more than 3 parts sand. Mortar for bedding and grouting structural steel shall be composed of 1 part Portland cement and 2 parts sand. LAYING BRICK AND BLOCK: All brick and tile shall be laid plumb, with level each course laying. and accurately spaced courses, with corners plumb and breaking joints with the course below. Wet all brick true to line, true and with just before Bond shall be kept plumb throughout. Plates, beams, lintels, anchors, ties, etc. shall be set in a full bed of mortar and all metals shall be properly anchored and grouted. Structural steel lintels shall extend 6" on each side of opening. Unless otherwise shown the space around built -in items shall be filled solid with mortar and masonry. All brick and block shall be layed with shoved joints in full bed of mortar. Galvanized brick ties shall be used. All exposed joints shall be compressed with a round tool to provide a concave surface. Brick work shall be cleaned using a weak muriatic acid solution. 12000 - 2 15000. GLASS, GLAZING ..AND CAULKING Specific and General Requirements 15001. SCOPE: Under this heading shall be included all glass and glazing throughout the work, and all caulking. 15002. GLASS: The contractor shall refer to schedules for glass required, Thickness of glass shall be as required by the sizes of all openings. Plate Glass,- 1/4" polished of best quality. Tempered Glass - 1/4" polished of best quality. Crustal Sheet Glass - 7/32" thick, plain sheet glass, "A" quality. All glass shall, be graded according to Fed. Specs. DD -G -451 and U.S. Goverment Master Specs. #123. Each glass shall bear manufacturer's label denoting quality. 15003, GLAZING COMPOM : Putty shall be Tremco, or equal glazing compound. 15004. GLAZING: Glass shall be bedded in putty, secured with zinc glazing points and face puttied. Both face and back puttying shall be neatly finished. 15005. CAULKING: Caulking compound shall be of best quality elastic caulking compound made especially for this purpose, approved by the Engineer as to quality and color. After painting and cleaning of the exterior of the building has been completed all joints between the frames and the concrete or masonry shall be cleaned and filled full on all four sides with caulking compound so that they are air and water- tight. Any large space shall be filled with stainless oakum before caulk - ing. 15006, GLAZING FOR ALUMINUM SASH: Glass shall be clipped in place as specified by the manufacturer of the sash. �j 19000. ELECTRICAL SPECIFICATIONS General Requirements Revised 1/18/55 19001. SCOPE OF WORK: These specifications and the accompanying plans contem- plate the furnishing of all apparatus, materials, equipment and labor for a complete system of electric light and power wiring, including feeders, switchboards, panel boards, cabinets, wire ducts, conduits, junction boxes, wires, switches, control equipment, fixtures, fuses, lamps, and all appara- tus shown on plans, or specified herein, to make the system complete and operative throughout from the service company's feeder to the most remote outlet. 19002.. OPENINGS, CUTTING AND PATCHING: Chases and openings in building walls and floors will be permitted, but this Contractor shall be responsible for the location and size of same, and shall provide for such openings at the proper time so as to avoid unnecessary cutting or drilling. All necessary cutting of walls and floors for the installation of his work, will be done by this contractor, with the approval of the Engineer. This contractor shall be responsible for any damage to the building structure resulting from his work. This contractor shall at his own expense do all patching necessary as result of his cutting and drilling, the correction of faulty work, or delay on his part. All such patching shall be done in a neat and substantial manner. 19003. MATERIALS AND WORKMANSHIP: All materials and equipment furnished shall be new and in accordance to the standards of the National Board of Fire Under - writers, and shall bear the label of approval of Underwriter's Laboratories, Inc. All workmanship and the installation of all materials and equipment, shall be in accordance.with the National Electrical Code, and the rules and requirements of the City Electrical Inspection Department. Workmanship to be in accordance with best .electrical and mechanical practice. 19004. ELECTRIC SERVICE: Electric supply will be three - phase, 4 -wire, delta, 60 cycle, with 230 volts, three -phase delta, 60 cycles for power, and 115/230 volts, three -wire, single phase, 60 cycles with grounded neutral, unless otherwise specified. 19005. SERVICE ENTRANCE: Service entrance shall be of the size conduit and number and size of wires called for on plans, and shall be run substantially as shown. Conduit shall run from main cabinet or control center to a point on the outside of the building wall and terminate in a weatherhead type conduit fitting not less than 12 feet above grade. Service entrance leads shall project three feet beyond end of fitting. Where underground service is called for on the plans or in the specifica- tions, size conduit, and size, type, and number of conductors shall be as called for, and shall be run substantially as shown. Conduit shall run from main cabinet or control center to a Type LB condulet on the inside of the basement wall, and from the condulet, the conduit shall run underground to the base of the service pole and up the pole to a point not less than 12 19000 - 1 I feet above ground, and.there terminating in a weatherhes.d type conduit fit- ting, with service entrance leads projecting not less than three feet beyond the end oif the weatherhead. Conduit shall slope uniformly toward the build- ing. I 19006. CONDUIT AND CONDUIT WORK., Ml conduit :shall, be heavy wall rigid steel conduit, hot- dippood galvanized, equal in all respects to General Electric White rigid conduit.) Size conduit shall be as noted on plans, and where the size is not noted, the size is to be 1/2" conduit. i All conduit, unless otherwise specified in the "Special Provisions ", shall run exposed on ceilings and walls, and all conduit shall be firmly secured to same at intervals not to exceed five feet with malleable clamps, machine screws and expansion shields of corrosion - resistant materials. In wet locations conduit shall. be, supported one - quarter inch from the surface wired over. Conduit shall be run straight and plumb, with all bends neatly made. Where it is necessary to run conduit on machinery or equipment, it shall be securely bolted to the equipment. Conduit shall be smooth and free from burrs, and ends shall butt into couplings and fittings, and all threaded joints made up tight with at least five full threads engaged and no threads exposed. No threadless coup- lings oriconnections will be permitted. Conduits entering boxes or cabinets shall be; firmly fastened to same by locknuts and bushings. The necessary pull boxes ors conduit fittings can be inserted as desired in long runs of conduit to facilitate the pulling of wires. Rigid conduit shall be run to within one foot of motor connection boxes,' and the connection from the rigid conduit to the motor connection box to be made -with approved hot- dipped galvanized flexi- ble conduit. Where underground conduit runs are shown on the plans or cal.led'for in these specifications, conduit shall be heavy, rigid steel conduit, hot - dipped galvan- ized. Conduit underground shall be painted with Inertol. Conduit shall be layed inja trench approximately 2 feet deep and shall slope uniformly toward the building. Trenches shall be backfilled,.t.horoughl.y compacted, and the surplus dirt leveled off. Inertol material shall be Inertol Standard Thick. 19007. WIRE DUCTS, PULL BOXES, JUNCTION BOXES AND CONDUIT FITTINGS: Junction boxes and wirel ducts shall be substantially as shown on plans. Junction boxes, wire ducts and covers for same shall be made of No. 16 gauge galvanized steel with riveted or welded corners. Edges of boxes and duct to be turned back 1/2" and covers fastened to same with machine screws. Wire ducts and junc- tion boxes shall be fastened to the building structure with machine screws and expansion shields. In locations calling for vapor -proof wiring, pull boxes and junction boxes shall beicast iron conduit fittings with gasket and iron covers. 19008. LOCAT IOW OF OUTLETS: Wiring plans are diagramatic, and the outlets are shown in theirjapproximate locations only. Before installing outlets, the contract- or shaW make his own`measurements and secure definite information as to the exact location of outlets. The Engineer reserves the right to change the locationiof any outlet to suit unforseen conditions, without extra charge by ° the contractor. Such change in location shall be made before outlets are installed, and shall not exceed 6 feet. I 19000 - 2 Before installing motor outlets or other outlets on equipment, the contract- or shall determine the exact location of same and then place outlets accord- ingly. Outlets shown on plans shall be l.ocat.ed at the following heights, unless otherwise directed: Wall. switches 4' -0" above floor Bracket outlets As noted or shown on plans Plug receptacles 4' -0" above floor unless otherwise noted Cabinets V-0" top of cabinet to finished floor Motor controls 4' -6" above floor unless otherwise noted, or unless on control panel 19009. OUTLET BOXES AND FITTINGS: All outlets shall be equipped with approved stand- ard galvanized pressed steel outlet bores. Outlet bo::es shall be surface mounted and set plumb and true. If any outlet boxes are set incorrectly, the dontractolr shall reset such boxes at his own expense. Where a number of switch- es and rel.ept:acles, are located at one point, gang boxes shall be used and .switches and /or receptacles placed under one cover place.. Switch and recep- tacle outlet boxes shall be utility boxes and surface mounted. .Outlet equipment in rooms where excessive moisture conditions prevail, shall be of the vapor -proof type. 'These locations will be designated under "Special Provisions" or shown on the plans. Such vapor -proof outlets shall be cast metal boxes for threaded conduit equal in all respects to Series "FS" Fittings as made by the Ki.11.ark Electric Manufacturing Co., St. Louis, Missouri. 19010. WALL SWITCHES AND COVERS- Wall, switches shall be 10 amp. flush tumbler switches with brown handle, equal to-G.E. 2842 for single -pole and G.E. 2593 for three - way. Switches mounted in utility boxes shall have stamped aluminum or cadmium plated steel covers. Switches mounted in vapor -proof fittings shall have cast metal vapor -tight cover of the rocker type for operating a tubler switch, equal to G. E.Ds181. Plunger type will not be permitted. .•19011. PLUG RECEPTACLES AND COMERS: Plug receptacles, as shown on plans, shall be NEMA standard grounding outlets equal to G. E. 3588, with the ground connect - ion made in accordance with the requirements of the National Electric Code. • Receptacles mounted in utility boxes shall have stamped aluminum or cadmium plated steel covers. i Receptacles in wet locations, as designated in the "Special Provisions" shall be Appleton "AE" Series circuit breaking receptacles, 30 -amp., Style 2, in Type "AEE" unilet with threaded cap. Furnish four circuit breaking plugs for same. Make all grounding connections in accordance with the requirements of the National Electric Code. 19012. GROUNDING: All conduits, ducts, cabinets, motors, control equipment, and the neutral 6onductor of the lighting feeder in each building shall be grounded, in accordance with the National Electrical Code. On each power and lighting cabinet and control center structure, provide a grounding lug of the solder- 19000 - 3 i I� less typl. Ground each cabinet and the neutral,of the lighting feeder with a No. 2 copper wire run in 1/2 -inch conduit to the street side of the water meter and securely ground same to the water service pipe with an approved ground clamp. i I At buildings where no water pipe is available for grounding purposes, drive a 3/4" xll0' long ground rod equal to "Copperweld ". Connect conduit and neutral, of Lighting circuits with the ground wire and run same through the building wall in conduit and connect to ground rod with a "Copperweld" ground clamp. 19013, WIRES AND WIRING: Wire used in this installation shall be tinned copper of 98% conductivity having a Type RH -RW insulation. Wires No. 6 or larger shall be stranded. All wire shall be delivered to the ,fob in the original packages bearing the name of the manufacturing company and the Underwriter's labels. All branch circuit wiring for lighting shall be No. 12 B. & S. gauge. Branch circuit wiring for power shall be as shown on plans. All power control wiring shall belNo. 1.2 wire. Service and feeders shall be size: wire shown on plans. Wiring for lighting circuits shall be polarized and color coded throughout the system. !Each phase of power circuits shall be color coded, as well as the identityiof the control circuit conductors. Wires atiia.11 outlets, connection boxes and cabinets shall have sufficient length to make connections without putting a strain on the wires, and to per- mit reconnecting if necessary. All connections and taps of No. 8 wire or larger shall be;ma.de with solderless connectors. For wires smaller than No. 8, all connections and taps shall be soldered. All connections shall be covered with two layers of approved rubber insulating tape followed by one layer of friction tape:. Wires installed in wire ducts, troughs and cabinets shall be neatly cabled and banded at one -foot intervals with friction tape and fanned out opposite the proper texminal,s. ! 19014. LIGHTINGIPANEL BOARD: Lighting panel board is to be mounted as a unit in the power control. center with all wiring within the control cabinet. Front shall be provided with a code gauge steel door fitted with 'a ring catch. On the inside of the door provide a directory of circuits in a metal frame with a cellophane cover. Lighting panel board to be made up of bakelite sections for the number of branch circuits shown on the plans. Bus bars shall be of the capacity shown on the drawings. Branch circuits shall have 30- ampere single -pole tumbler switcheswith NEC plug type fuses. Fuses shall be timelag fuses equal to . "Fusestats ". Branch circuits and the neutral bar of same shall have stamped identifying numbers. Lighting panel shall be equal in all respects to those manufactured by Frank Adam Electric Company, i 19015. LIGHTING'FIXTURES: The contractor shall furnish and in complete with n, lamps, all lighting fixtures show on plans and schedules or called for in the "Special *ovisions" of these specifications. The make of fixtures specified 19000 - 4 herein are taken as standard. Other makes than those specified which are of equal quality will be acceptable. Where vapor -proof lighting fixtures are called for on the plans and schedules or called for in the "Special Provisions" of these specifications, such vapor - proof lighting fixtures shall be of the Type "V" or Series "V" as manufactured by Killark Electric Manufacturing Co., Appleton Electric Co., or the Crouse - Hinds Co.I 19016,_ POWER CONTROL CENTER. (This section will apply when required in "Specific Requirements ", but will not apply when Power Control Installation, Section .1.9017, is required). Power control centers, as called for on the plans and in theselspecifications, shall be self- standing enclosed cubicles consisting of a steel frame, standarized motor starter units, bus bars, load and control wiring, terminal boards, and steel enclosure plating. Provision shall be made in the control center for the service entrance switch, watthour meter and nec- essary current and potential transformers, indicating instruments, selector switches or such other auxiliary equipment called for on the drawings or in the specifications. The lighting panel board is.to be included as a unit in the control center, as hereinbefore specified. Power control centers made by the following manufacturers will be acceptable: General Electric, Westinghouse., Square "D ", Cutler- Hammer or Allen - Bradley.. Motor control centers shall have Type "B" wiring arrangement. Horizontal bus bars for inter - connecting the various sections shall be at the top of the cubicle, and-vertical wiring troughs in each section for load and control wir- ing. Wiring troughs shall have cross bars for holding wires in place, and shall have.access plates and concentric knockouts. The back of cubicles shall have removable access plates. The one -line diagram on the drawing outlines the basic motor power and control requirements to be met by.the assembly of standardized units complete with main switch, control panels, fused motor circuit switches, magnetic across-the- line type starters, reduced voltage type starters, and the necessary push but - tons and pilot lights. 19017. POWER CONTROL INSTALLATION: (This section will apply when required in "Speci- fic Requirements_ ", but will not apply when Power Control Center, Section 19016, {�. is required); When the plans and Special Provisions call for an installation individual:;)motor starters, such equipment shall be a motor starter of the type specified.and a $tAso�.d motor-disconnect switch combined in a single en- n' Type :I `case andcompletely wired. The motor disconnect switch shall have\an lexternal operating handle capable of being locked in the open position. The necessary push buttons, selector switches and pilot lights called for shall be installed in the front of the starter case. Wiring between motor starters, and fromiservice switch, to be in wiring duct as specified in Paragraph 19007. Service entrance switch." all be a fused switch of the capacity called for on -plans and enclosed in a'Type I case. Provision for metering shall be as spec-, ified in the Special Provisions. Lighting panel shall be as specified in Paragraph 19 of these--specifications enclosed in a cabinet of the surface. type, of.codFgauge galvanized steel with door fitted with ring catch. All equipment in this installation.shall be mounted on a 3/4" thick exterior 19000 - 5 f �, 4 grade plywood panel with corrosion- resistant screws. Plywood panel to be given one coat of Inertol Primer Underwater No. 623 followed by two coats of Glamortex Inertol Gray Enamel, and securely fastened to building wall with machine screws and expansion shields. 19018. MOTOR CONTROL EQUIPMENT: Contractor shall furnish and install all motor control equipment shown on plans and specified herein making all connections complete between motors and controls so that correct motor operation is obtain- ed. Push button stations and pilot lights located at motors shall be mounted at the proper height on a substantial angle iron frame securely bolted to the motor base. Motor disconnect switches shall have external operating handles capable of being padlocked in the open position, and shall be of the fused type having time -lag fuses equal to "Fusetrons ". Contractor shall furnish a complete set of fuses. Motor control equipment made by the following manufacturers will be acceptable: General Electric, Westinghouse, Square "D ", Cutler - Hammer or Allen- Bradley. Starters for motors 7k H.P. and less shall be combination magnetic across-the- line starters equal in all respects to Cutler- Hammer Bulletin 9589 starter. Starters for motors 10 H.P. and larger shall be combination magnetic reduced voltage primary resistor type starters equal in all respects to Cutler- Hammer Bulletin 9605 starter. Each starter shall have thermal overload elements with a carrying capacity of 125% full load current rating of the motor, with reset button in the door. Push buttons, selector switches, and pilot lights shall be installed in the doors of starters and at motor control stations as shown on plans. Push but- tons and selector swtiches shall be of the heavy duty type in NEMA Type I enclosure, except push buttons in locations where vapor -proof requirements are called for shall have Type IV enclosures. Pilot lights shall be connected so as to be lighted when the motor is in operation. Pilot lights shall be Type S 6 lamps with..candlebra screw base for 115 volts A.C. and shall have red color caps. Lamp and color cap shall be removable from the front. Provide a nameplate for each control unit and each starter:gtving the name of the equipment controlled and the operation of each push button and switch. Nameplates to be laminated phenolic material with black background and en- graved white,letters. There shall be fastened to the interior side of the door of each motor control- ler a complete wiring diagram and a complete schematic diagram of the circuits of that particular controller and connections to the source of power and to the motor controlled. Within thirty days after signing the contract, the Contractor shall,submit, in triplicate, detailed shop drawings for all switchboards, panel boards, cabinets and control center assemblies for the Engineer's approval prior to fabrication. Contractor shall make any corrections required by the Engineer, and file cor 19000 - 6 rected copies of drawings. The Engineer's approval of such drawings shall not relieve the Contractor from responsibility for deviations from drawings or specifications. 19019:.. TESTS: Contractor shall conduct such preliminary tests as to make sure that all equipment is working properly prior to official inspection and acceptance. On the final inspection the Contractor shall demonstrate to the Engineer that the system is complete and in operating order. 19000 - 7 21000. CONCRETE SPECIFICATIONS TYPE 11B" CONCRETE (GENERAL USE) 21001. CEMENT: Portland Cement shall conform to the Standard Specifications for Portland Cement (ASTM Serial Designations: 0150 -47) and shall be Type I, Standard, or IA. Air - Entraining. 21002. FINE AGGREGATE: Fine aggregate shall consist of clean, hard, well - graded natural sand or manufactured sand made from hard, tough, crushed rock. All fine aggregate shall pass a one - quarter (1/411) inch screen. and ninety -five (95 %) percent shall be retained on a one - hundred (100) mesh screen. 21003. COARSE AGGREGATE: Coarse aggregate shall consist of clean,. hard, durable, uncoated, well - graded, pebbles, gravel, crushed rock or stone. All coarse aggregate shall pass a one (1t1) inch screen and ninety -five (95 %) percent shall be retained on a one - quarter (11411) inch screen. 21004. WATER: Water used in mixing concrete shall be clear and free from dele- terious amounts of acids, alkalis, or organic materials. 21005. PROPORTIONS: Concrete shall be mixed in the approximate proportions of 1 part cement, 2-112 parts fine aggregate and 3 -1/2 parts coarse aggregate. The Engineer may direct that these proportions be changed in order to increase the quality of the concrete; however, the following requirements will be met. Concrete shall have a maximum water content of six and one - half (6 -1/2) gallons per sack of cement including the water contained in the aggregates. The final adjustment of the proportions shall be such as to produce a plastic mixture which will work readily into the corners and angles of the form with the method of placement employed on the work but without permitting the materials to segregate or allow excess free water to collect on the surface. Should job conditions require the use of more than six (6) sacks of cement per cubic yard of concrete the Contractor shall be paid for the cost of the additional cement in addition to the unit price bid for the work. 21006. MEASURING MATERIALS: The method of measuring concrete shall be such that the proportions can be accurately controlled and easily checked at any time during the work. Each batch shall be of such size as will require some number of whole sacks of cement. Measuring of aggregates shall be done by weight or with permission of the Engineer by volume.using a bottom- less box made to contain one or more cubic feet of material when filled level. The box may be used for measuring each batch or for determining the capacity of the wheelbarrows used. A mark should be painted around the inside of the pan of the wheelbarrow to indicate the height to which it is to be filled. Water shall be measured in a container marked to indicate the level for each gallon. 21000 -1 2007. MIXING CONCRETE: The Contractor shall furnish a motor powered mixer of sufficient rated capacity to handle a batch of the specified proportions using at least one sack of,cement. The concrete shall be mixed until there is a uniform .distribution of the materials and in no case for less than one (1) minute. After all the materials are in the mixer, each batch shall be completely discharged before the mixer is recharged. 21008. TRANSPORTING AND DEPOSITING° Concrete shall be transported from the mixer to the forms and deposited immediately after mixing.. It shall be transported and deposited by a method which will prevent separation of the materials. It will be deposited as near as practicable to its final position to prevent segregation caused by rehandling or flowing. No concrete that has partially.har.dened or been contaminated by foreign materials shall be deposited, nor shall retempered concrete be used, :21009.. CDRIW_: The method and length of time of curing will be specified ,for each particular project; however, all concrete shall be kept wet for a minimum period of seventy -two (72) hours. 21010. DEPOSITING IN COLD WEATHER: temperature not below fifty In freezing weather suitable the concrete at a temperatur (3) days or fifty (50) degre The methods used to heat the shall be approved by the Eng mixtures shall not be used. •r Concrete when deposited shall have a (50) degrees F. nor above 80 degrees F. means shall be provided for maintaining of seventy (70) degrees F. for three as F. for five (5) days after placing. materials and protect the concrete . sneer: Salt, chemicals or other ad- 21000 -2 r r I hereby certify that this plan, specifi- cation, or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State a€nMinnesota. DATE: January 28, 1957 REG. N0. 2439 PROPOSAL FOR PUMP HOUSE EDINA, MINNESOTA ,1957 Date Honorable Village Council Edina, Minnesota Gentlemen: The undersigned, being familiar with your local conditions, and having made all necessary field investigations, and being familiar with all other factors affect- ing the conditions and costs for the project, hereby proposes to furnish all labor; materials, equipment, tools, skills, and all else necessary to completely construct the Pump House upon which we are bidding in accordance with the plans and specifi- cations prepared for the work by.the Banister Engineering Company, 1549 University Avenue, St. Paul 4, Minnesota, and on file in the office of your Village Manager, dated January 28, 1957, as follows: BASE BID General Contract One Complete Brick Pump House - for the lump sum of DOLLARS CENTS $ ALTERNATE BID General Contract One Complete Frame Pump House - for the lump sum of DOLLARS CENTS $ In preparing my /our bid.the following unit prices have been used and shall apply for any changes encountered: (prices are for any or all contracts.bid and shall. be filled in only for the contracts to which they apply),. Dry Excavation $ /cu. yd. Footing Concrete (Incl. forms) $ /cu. yd. Wall Concrete (Incl.. forms) $ /cu. yd. Slab Concrete .(Intl. forms) $ /cu. yd. Reinforcing Steel $ /lb.. P - 1 ,_ .a If awarded this contract, I /we agree to start work according to the following schedule and to complete work according to the following schedule: Ease Bid - Alternate Bid - Erick Pump Rouse } Frame Pump House START WORK ( DATE) COMPLETE WORK (DATE) Accompanying this bid is a (bidder's bond) (certified check) (cash deposit) in the amount of DOLLARS CENTS ($ ) which is at least 5% of the amount of my /our bid made pay- able to the Village of Edina, Minnesota, and the same is subject to forfeiture in the event of default on the part of the undersigned or failure on the part of the undersigned to execute the prescribed contract and bond within fifteen (15) days after its submittal to me /us. Ih submitting this bid it is understood that the Village retains the right to reject any and all bids and to waive irregularities and informalities therein and to award the contract to the best interests of the Village. In submitting this bid it is understood that the payments will be by cash or checks It is understood that bids may not be withdrawn for a period of thirty (30) days after the date and time set for the opening of bids. It is understood that the Village Council reserves the right to retain the certified check or .bond of the three lowest bidders as determined by the Village Counci; for a period not to exceed thirty (30) days after the date set for the opening of bids. REMARKS ° By Title P - 2 Respectfully submitted, (A Corporation) (An Individual) Name of Bidder . (A Partnership) ADVERTISEMENT FOR BIDS PUMP HOUSE EDINA, MINNESOTA NOTICE IS HEREBY GIVEN that sealed bids will be received and opened in the office of the Village Manager in the Edina Village Hall, 4801 West 50th Street, at 11°00 A.M., Monday February 11 , 1957. The Edina Village Council will meet at 7 :30 P.M. on Monday, February-11, 1957, (or at an earlier date,,upon proper notification) to consider said bids, being for the following: One Pump House to house present Well Noe 7 and pump near Sherwood Road, Downing Street and Highway 169. Work must be done as described in plans and specifications on file in the office of the Village Clerk. Plans and specifications are available from the Village Engineer or offices of the Banister Engineering Company of St. Paul, for a deposit of $10.00, which deposit will be refunded to actual bid - ders upon return of said plans and specifications. No bids will be consid- ered unless sealed and filed with undersigned before 11000 A.M., Monday, February 119 1957, accompanied by cash deposit, bid bond or certified check payable to the Village Clerk in an amount of at least ten (10%) per cent of amount of base bid. The Council reserves the right to reject any or all bids. BY THE ORDER OF THE VILLAGE COUNCIL GRETCHEN S. ALDEN, Village Clerk PROPOSAL FOR PUMP HOUSE EDINA, MINNESOTA Date ,1957 Honorable Village Council Edina, Minnesota Gentlemen: The undersigned, being familiar with your local conditions, and having made all necessary field investigations, and being familiar with all other factors affect - 'ing the conditions and costs for the project, hereby - proposes to furnish : all `labor: materials, equipment, tools., skills, and all else necessary to completely construct. the Pump House upon which we are bidding in accordance with the plans and specifi- cations prepared for the work by the Banister Engineering Company, 1549 University Avenue, St. Paul 4, Minnesota, and on file in the office of your Village Manager, dated January 28, 1957, as follows: BASE BID General Contract One Complete Brick Pump House - for the lump sum of DOLLARS CENTS S ALTERNATE BID General Contract One Complete Frame Pump House - for the lump sum of DOLLARS CENTS $ In preparing my /our bid,the following unit prices have been used and shall apply for any changes encountered: (prices are for any or all contracts bid and shall be filled in only for the contracts to which they apply);. Dry Excavation $ /cu. yd, Footing Concrete (Intl. forms) $ /cu, yd, Wall Concrete (Incl. forms) $ /cu. yd., Slab Concrete (Incl. forms) $ /cue yd, Reinforcing Steel $ /lb. If awarded this contract, I /we agree to start work according to the following schedule and to complete work according to the following schedule: START WORK ( DATE) COMPLETE WORK (DATE) Rase Bid - Brick Pump Rouse Alternate Bid - Frame Pump Rouse Accompanying this bid is a (bidder's bond) (certified check) (cash deposit) in the amount of DOLLARS CENTS ($ ) which is at least 5% of the amount of my /our bid made pay- able to the Village of Edina, 14innesota, and the same is subject to forfeiture in the event of default on the part of the undersigned or failure on the part of the undersigned to execute the prescribed contract and bond within fifteen (15) days after its submittal to me /us. In submitting this bid it is understood that the Village retains the right to reject any and all bids and to waive irregularities and informalities therein and to award the contract to the best interests of the Village. In submitting this bid its is understood that the payments will be by cash or check. It is understood that bids may not be withdrawn for a period of thirty (30) days after the date and time set for the opening of bids. It is understood that the Village Council reserves the right to retain the certified check or.bond of the three lowest bidders as determined by the Village Council for a period not to' exceed thirty (30) days after the date set for the opening of bids. '1 *M Respectfully submitted, (A Corporation) _ (An Individual) Name of Bidder (A Partnership) By. Title P - 2 SPECIAL PROVISIONS PUMP HOUSE EDINA, MINNESOTA SCOPE: It is the intent that a.Base Bid will be taken on a Brick Pump House with an Alternate Bid on a Frame Pump House. The Pump, Pump base, motor, large piping, valves, fittings, etc. are now in place and are not a part of this contract except for painting. All chlorinators, fluoridators, copper piping, hose bibs, etc. will be furnished and installed by,the Owner. The rough grading of area to a point 6' - 0" outside the pump house wall and uniform sand fill under pump house floor slab will be done by the Pump House Contractor. All black dirt, seeding and the balance of grading beyond the 6' - 0" point and all land- scaping will be done by the Owner. All electrical controls will be furnished by the Owner and installed by the Pump House Contractor. The two ventilating units and all electric wiring conduit, light fixtures, and light switches as shown on the plans including conduit down service poles and underground wire to the pump and wiring in the Pump House will be done by the Pump House Contractor. Concrete: All concrete shall be Class "B" as specified elsewhere herein. (See Section 21000) Masonry: Masonry shall be as stated in Section 12000. Lumber and Carpentry: Lumber shall be as specified.elsewhere in these specifications for the Frame Pump House. (See Section 10000) 1/2" "Celotex" shall be placed as shown on plans. Doors and Windows & Hardware: Windows shall be aluminum as shown on the plans, complete with glass. Storm sash are required and screens are required for all movable units- "as stated in Section 7001. The balance of Section 7000 does not apply to this project. Glass shall be D.S. Doors shall be Type A hollow metal steel type of the size shown on the plans. Doors shall have an aluminum threshold. Each door shall have 1k pr. butts Lawrence BB 5101 A DCHR 4k x 4k, or equal. Lock set shall be Schlage C 70 PD CAM AL RHRB, or equal, Type "C ". No storm or screen doors to be furnished. Soil Pipe and Floor Drain: A 4" floor drain shall be placed where shown and connected with 4" standard S.H. soil pipe and fittings. Floor drain shall be equal to NEENAH #4970 Type "A" with bell trap. Drain shall be to a dry well as shown and described on the plans. Roofing: Specific and General Requirements, Section 11000, apply to this for the.Brick Pump House. For the Frame House there shall be a layer of 100# felt with asphalt shingles as shown on the plans. Painting: For the Brick Pump House the only painting required is the painting of the doors. Painting of the exterior of the Frame Pump House shall, in addition to the eaves SP -1 and doors, shall consist of staining the shingles. Eaves and facia shall receive one prime coat and finish coat of Dutch Boy or equal outside paint of-a color to be selected by the Owner. Doors and frames shall be painted on both interior and exterior surfaces with one coat of primer and 2 coats enamel. Primer shall be equal to Inertol #626 and enamel shall be equal to Inertol Glamortex. Painting of all interior walls etc. for either type pump house and painting of all piping and equipment shall be by Owner, and not by Contractor. Brickwork: Brick shall be required for the Brick Pump House only and shall be as stated in Section 12000. In submitting proposal on brick Pump House the Pump House Contractor shall allow $90.00 per thousand F.O.B. site. The color and texture to be selected.by Owner. Shakes: Cedar shakes shingles where specified shall be of the best grade and installed by_first class workmanship and may be with shop coat of stain with one additional coat in the field, or two coats in the field except that all exposed edges shall receive a total of two coats of stain. The color to be selected by Owner. Building Heat: For building heat the Contractor shall furnish and install an electric unit heater in the chlorine room similar and equal to Chromalox UBC - 501 with thermostat for single phase, 220 volt current. _ The Contractor shall also furnish a gas fired unit heater to furnish 40,000 BTU/hr., all complete with metalbestos vent and weather hood and thermostat. The gas service to the unit heater shall not be a part of the contract. The final ordering of the gas fired unit heater shall be delayed until a determination is made as to whether fuel shall be natural or L.P. gas. Wiring: The Contractor shall.do all wiring including running down power pole and running underground to building., The underground wiring may either be underground neoprene cable .or separate underground wires or may be'run in 3" C.W.I.P. conduit. The Owner shall furnish all controls, entrance cabinets, starters, etc. The present meter and meter coil cabinet to be used is in a 24" x 32" unit. The starter is a part winding starter (requires 6 wires to motor) and the disconnect switch is a C.H. 3 pole type D 400 amp. unit. The Owner shall also furnish an Autocon automatic pressure control.for automatic control of the pump for installation by the Contractor. The Contractor shall install controls where shown and connect to the 100 HP well pump motor and chlorinator pump motor, as well as a fractional HP motor on the chlorinator. The chlorinator pump motors shall be connected through the well pump starter all to start and stop together. SP -2 The well pump motor is a U.S. 100 H.P. Type C.F.D. part winding, N.R.R., 1800 RPM, 242 amp unit. The Contractor shall furnish and install outlets and lights,and shall wire for the gas fired unit heater and the 220 volt electric unit heater and the power roof venti- lator. Wiring shall be as stated in Section 19000. Ventilation: The Contractor shall furnish and install the ducts, air intakes and power exhaust fan shown on the plans. They shall be of the type shown on the plans. Toggle switches shall control the fans. SP -3 REVISED OCTOBER, 1956 GENERAL CONDITIONS 1. SCOPE: The following "GENERAL CONDITIONS" shall govern the work of all persons engaged in the performance of the Contract and shall form a part of the Contract. 2. OWNER: By the term "Owner" is meant the party or parties employing the _ Contractor or Contractors. 3. ENGINEER: By the term "Engineer" is meant Banister Engineering Company, St. Paul, Minnesota, who have been appointed by the "Owner" to take charge of the work contemplated by these specifications and the accompanying drawings and is designated and referred to in these specifications as the "Engineer ". The Engineer or Owner may appoint an authorized representative or inspector, limited in authority, assigned to make inspection of the work performed and materials furnished by the Contractor. Such a representative has no authority to order or permit deviation from plans and specifications. 4. CONTRACTOR: The person or persons making a contract with the Owner to undertake work under these specifications and drawings are hereinafter designated and referred to as the "Contractor ". 5. SUB - CONTRACTOR: The person or persons making a contract with the Contractor to undertake the furnishing of labor and material, or labor or material spec- ially made for the job is designated as the "Sub- Contractor ". 6. WORK AT SITE OF OR ON PROJECT: Work to be performed, including work normally done at the location of the project. i. PROJECT: The entire public improvement proposed by the Owner to be constructed in part or in whole pursuant to the within Contract. 8. SURETY: Any person, firm or corporation that has executed, as surety, the Contractor performance bond securing the performance of the within Contract. 9. WORK COVERED, BY CONTRACT: The Contractor shall provide all labor, trans- portation, materials, water, power, light, apparatus, scaffolding and utensils of whatever kind necessary for the complete and substantial exe- cution of everything shown, described or reasonably implied in the plans and specifications as belonging to the work. 10. DRAWINGS: All drawings and specifications and copies thereof furnished by the Engineer are his property. They are not to be used on other work, and with the exception of the signed contract set, are to be returned to'him on request at the completion of the work. G - 1 REVISED OCTOBER, 1956 11. DRAWINGS AND SPECIFICATIONS CO- OPERATIVE: The drawings and specifications are complementary. Work shown on the drawings and not described herein and work described herein and not shown on the drawings, shall be executed in the most thorough manner and with the best materials, the same as though fully described by both drawings and specifications,. 12, DETAIL DRAWINGS AND INSTRUCTIONS. The Engineer will furnish with reasonable promptness, additional instructions by means of drawings, or otherwise necessary for the proper execution of the work. All drawings and instructions shall be consistent with the plans and specifications, true developments thereof, and reasonably inferable therefrom. The Contractor shall dq no work without proper drawings and instructions. In giving such additional instructions the Engineer shall have authority to make minor changes in the work, not involving extra cost, and not inconsistent with the purpose of the work, 13. INTERPRETATION: Where there is any doubt upon any point, the decision of the Engineer as to the true intent and meaning of these drawings and specifications shall be final. 14. ADJUSTMENTS OF DISCREPANCIES: In all cases of discrepancies between the various dimensions shown on these drawings, or betwen drawings and these specifications, the more expensive construction shall be estimated, but before construction is started, the matter shall be submitted to the Engineer for his decision. Without such decision, discrepancies shall not be adjusted by the Contractor, save and • only at his own risk, and in settlement of any complications arising from such adjustment the Contractor shall bear all the extra expense involved, 15. PRINTS OF PLANS: The Engineer will furnish the Contractor five (5) sets of prints, on paper, for--tiis use during the prosecution of the work. Any additional prints required shall be paid for by the Contractor at cost, 16. SHOP DRAWINGS: The Contractor shall submit, with such promptness as to cause no delay in his own work or in that of any other Contractor, at least three (3) copies of all shop or setting drawings and schedules required for the work of the various trades and the Engineer shall pass upon them with reasonable prompt- ness. The Contractor shall make any corrections required by the Engineer, file with him two corrected copies and furnish such other copies as may be needed. The Engineer's approval of such drawings or schedules shall not relieve the Con- tractor from responsibility for deviation from drawings or specifications, unless he has, in writing, called the Engineer's attention to such deviation at the time of submission, nor shall it relieve him from responsibility for errors of any sort in shop drawings or schedules. 17, DRAWINGS AND SPECIFICATIONS ON THE PROJECT: The Contractor shall keep, on the project site, one (1) copy of all drawings and specifications for the work, in good order, available to the Engineer and to his representatives. G - 2 18. CHANGES: The Engineer, without invalidating the contract, may order extra work or make changes by altering, adding to or deducting from the work, the contract sum being adjusted accordingly. All such work shall be executed under the conditions of the original contract except that any claim for ex- tension of time on account of such changes shall be made and adjusted at the time such work is ordered. No claim whatever shall be allowed for extra work unless the same shall have been ordered in writing by the Engineer, stipulating the amount of the remun- eration. The accounts for all such work shall be rendered monthly to the Engineer. 19. EXAMINATION OF SITE: Bidders shall inform themselves of the conditions under which the work is to be performed, concerning the site of the work, the struc- ture of the ground, the obstacles which may be encountered and all other rele- vant matters concerning the work to be performed and if awarded the contract, shall not be allowed any extra compensation by reason of other matter or things concerning which such bidder might have fully informed himself prior to the bidding, and the successful contractor must employ, so far as possible, such methods and means in carrying out his work, as will not cause any interruption or interference with any other contractor, 20. RIGHT -OF -WAY: Wherever the Owner has unoccupied right -of -way which can be placed at the Contractor's disposal, no charge will be made therefor, but any additional ground, sidetracks, land places, pier privileges, wharves or yard space that the Contractor may require for his operations shall be provided by the Contractor unless otherwise specifically provided in these specifications or the contract. 21. SUPERINTENDENCE: Inspection will be done by the Engineer or his accredited representative. His decision shall be final as to the interpretation of all plans and specifications, and as to the quality and quantity of all material and workmanship furnished. Engineering superintendence will be furnished by the Engineer without expense to the Contractor for the construction period contemplated by the contract. In case the work shall not be completed until after the date stated in the contract and further superintendence is, in the judgment of the Engineer, necessary, the Contractor shall pay the Owner, as liquidated damages, the actual wages and necessary expenses of the superintendent for the additional period or periods required. In case extra work is ordered or changes made which will delay the completion of the work, it shall be the duty of the Contractor to file claim for such necessary extension of time, which when approved, the Engineer shall duly extend the period of superintendeacee 22. CONDEMED WORK: The Engineer or his representative may direct the removal from the premises of any work or materials which he may reject as unsound, improper, or not in accordance with the specifications, and such work shall be replaced to his satisfaction, G - 3 REVISED OCTOBER, 1956 23. RATE OF PROGRESS: The work shall be carried forward at a rate that will, in the opinion of the Engineer, insure the completion of the work according to the Contract. The Contractor shall submit at such times as may be requested by the Engineer, sched- ules which shall show the order in which the Contractor proposes to carry on the work with dates at which the Contractor proposes to start the several parts of the work and estimated dates of completion of the several parts. If, in the opinion of the Engineer, the work is not progressing at a rate which will insure the completion of the several parts of the work within the time agreed upon and the whole work with- in the time specified in the Contract, then the Contractor shall employ such addi- tional means as may be directed by;the Engineer or as may be required to insure the completion of the work within the time agreed upon. 24. APPLICATION FOR PAYMENTS: The Contractor shall submit to the Engineer, before any payment becomes due, an itemized schedule of quantities and values of the various. classes of work involved and aggregating the total sum of the Contract; and supported by such evidence as to its correctness as the Engineer may require, except in the case of unit price work, for which the unit - prices apply. Application for each payment shall be made to the Engineer at least ten days before such payment falls due. Application shall be in such form_and supported by such evidence as the Engineer may direct. Vouchers and receipts and payments by the Con- tractor for the work involved shall be furnished before payment is made to the Con- tractor, if required. 25. CERTIFICATES: If the Contractor has made application as above, the Engineer shall, not later than the date when such payment falls due, issue to the Contractor a.cer- tificate for such amount as he decides to be properly due. No certificate issued or payment made to the Contractor nor partial or entire use or occupancy of the work by the Owner shall be an acceptance of any work or material not in accordance with this Contract. ".26. PAYMENTS ON ACCOUNT: Not later than the 15th day of each calendar month the Owner will make partial payments to the Contractor on the basis of a duly certified ap= proved estimate of the work performed during the preceding calendar month by the Contractor, but the Owner will retain fifteen (15°x) per cent of the amount of each such estimate until final completion and acceptance of all work covered by this Contract. The Contractor shall pay (1) for all transportation and utility setv1ges not later than the 20th day of the calendar month following that - in which. sunh-7*0rvices ' are rendered; (2) for all materials, tools and other expendable equipment i6 -the- extent. of eighty -five (85%) per cent of the cost thereof, not later than-th6 20th -day of the calendar month following that in which such materials, tools and equipment are delivered at the site of the subject project, and the balance of the cost thereof not later than the 30th day following the completion of that part of the work in or on which:auch materials, tools, and equipment are incorporated or used;,and (3) to each of his sub- contractors, not later than the fifth day following each payment to the Contractor, the respective amount allowed the dontractor on account.of the work performed by his sub - contractors to the extent of. /each sub - contractor' s - interest__. therein. G -4 27. FINAL PAYMENT: Final payment for the completed work will be made within thirty (30) days after the approval and acceptance of.the entire work by the Engineer and the Owner. 28. ERRORS IN PAYMENT: No error or oversight in the making of estimates or certificates shall relieve the Contractor from his obligation to do and complete the work according to the true intent of these specifications and drawings. 29. PAYMENT WITHHELD: The Engineer may withhold, or on account of subsequent- ly discovered evidence, nullify the whole or a part of any certificate for payment to such extent as may be necessary to protect the Owner from loss on account of it. (a) Defective work not remedied. (b) Claims filed or reasonable evidence indicating probable filing of claims. (c) Failure of the Contractor to make payments promptly to sub- contractor or for material or labors (d) A reasonable doubt that the contract can be completed for the-balance then unpaid. (e) Damage to another contractor. (f) Failure to- complete the contract within the time specified. When all the above grounds are removed, certificates shall at once be issued for amounts withheld because of them* f 30. DEDUCTIONS FOR UNCORRECTED WORK: If the Engineer and the Owner deem it inex- pedient to correct work injured or done not in accordance with the Contract, an equitable deduction from the Contract shall be made therefore 31. LIENS: Neither the final payment nor any part of the retained percentage shall become due until the Contractor, if required, shall deliver to the Owner a complete release of all liens arising out of this Contract, or receipts in lieu thereof and, if required in either case, an affidavit that so far as he has knowledge or information the release and receipts include all the labor and material for which a lien could be filed; but the Contractor may, if any sub - contractor refuses to furnish a release or receipt in full furnish a•bond satisfactory to the Owner, to indemnify him against any claim by lien or otherwise, if any lien or claim remains unsatisfied after all pay- ments are made, the Contractor shall refund to the Owner all monies that-the latter may be compelled to pay in discharging such lien or claim, including all costs and attorneys, 32. ASSIGNMENTS: Neither party to the Contract shall assign the Contract or sublet it as a whole without the written consent of the other, nor shall the Contractor assign any monies due or to become due to him hereunder, without the previous written consent of the Owner, 33. EXTENSION OF TIME: All time limits stated in the Contract documents are of the essence of the Contract. Upon receipt of written notice from the Contractor of the existence of causes over which said Contractor has no G - 5 REVISED OCTOBER, 1956 control and which must delay the completion of work, the Engineer may at his disece- tion extend the date specified for the completion of the work. No allowance will be made to the Contractor for stoppage or suspension of the work by the Engineer un- less stoppage or suspension is due to the fault of the Owner, then extension of time corresponding to the duration of stoppage or suspension will be allowed for the com- pletion of the work. 34. GUARANTEE: The Contractor shall immediately repair or.replace at his own expense any defective work caused by faulty workmanship or materials of which he is notified during the construction period or within one year after the date of final acceptance of the work, regardless of the previous approval and acceptance of the work. 35. CONTRACT SECURITY: The Contractor shall, at the time of the execution of the Contract and before commencing the work, furnish a bond in the full amount of this Contract in the form attached to the specifications'as a security for the faithful performance of this Contract and for the payment of all liabilities arising under or on account of this Contract, 36. "HOLD HARMLESS" CLAUSE: The Contractor shall assume all liability and save the Owner harmless and indemnify him from every claim, action, cause of action, liabil- ity, damages, expense or payment by reason of any injury to person or persons in- cluding death suffered through any act or omission of the Contractor or any sub- contractor or anyone directly or indirectly employed by either of them in the prose- cution of the work or any portion thereof included in this Contracts 37. CONTRACTOR'S INSURANCE: The Contractor shall not commence work under this Contract until he has obtained all insurance required herein and such insurance has been ap- proved by the Owner, nor shall the Contractor allow any sub- contractor to commence work on his sub - contract until all similar insurance required of the sub - contractor has been so obtained and approved. All such insurance contracts shall be maintained throughout the life of this Contract and shall be evidenced by carrier's certificates filed with the Engineer. (a) Compensation Insurance The Contractor shall take out and maintain during the life of this Contract Workmen's Compensation Insurance for all of his employees employed at the site of the project, and in case any work is sublet the Contractor shall require the sub- contractor simi- larly to provide Workmen's Compensation Insurance for all of the latter's employees unless such employees are covered by the Protection afforded by the Contractor. In case any class of employees engaged in hazardous work under this Contract at the site of the project is not protected under the Workmen's Compensation statute, the Contractor shall provide, and shall cause each sub - contractor to provide adequate insurance coverage for the protection of his employees not otherwise protected, (b) Public Liability and Property Damage Insurance The Contractor shall take out and maintain during the life of this Contract such Public Liability and Property Damage Insurance, including Contractor's Contingent or Protective insurance to protect the Contractor from damage claims arising from operations under this Contract, as shall protect him and any sub - contractor perform - ing work covered by this Contract, from claims for damages for personal injury, G - 6 1 REVISED OCTOBER, 1956 including accidental death, as well as from claims for property damages which may arise from operations under this Contract, whether such operations be by himself or by any sub - contractor or by anyone directly or indirectly employed by either of them and the amounts of such insurance shall be as follows: Public Liability Insurance in an amount not less than $50,000.00 for injuries, including accidental death to -any one person; and subject to the same limit.for each person, in. an amount not less than $100,000.00 on account of one accident, and Property Damage Insurance in an amount not less than $5,000.00. The Contractor shall require sub - contractors, if any, not protected under the Contractor's Insurance Policies to take out and maintain like insurance in like amounts. (c) Automobile Insurance The Contractor shall take out and maintain during the life of this Contract Automobile Public Liability Insurance in the amount of not less than $50,000.00 and $100,000.00 and Property Damage Liability Insurance in an amount of not'less than $5,000.00 if any motor vehicles are engaged in operations within the terms of this Contract on the site of the work to be performed thereunder, covering the use of all such motor vehicles, unless such coverage is included in the in- surance required hereinbefore. (d) Fire Insurance The Contractor shall carry fire insurance from the beginning of the work to, acceptance of the completed structure. The policies shall cover all work incorporated in the building and all materials for the same on or about the' premises and shall be made payable to the Owner and the Contractor as their respective interests may appear. (e) Hail and Tornado Insurance The Contractor shall provide hail and tornado insurance as described under (d). 38. PROTECTION OF WORK: The Contractor shall have charge of the site and shall be responsible for the protection of his work during the execution of the Contract. He shall take charge of, and be responsible for any loss or in- jury from any cause, to any materials delivered on or in the vicinity of the work to be used thereon in connection with this Contract. The Contrac- tor shall protect his work from injury due to weather, frost, accident or other cause and shall immediately, after written notice is given him by the Engineer, repair any damaged work or replace such work with new work. All work shall be perfect upon completion of the Contract and shall be protect- ed by the Contractor until its final acceptance. The Contractor shall erect substantial barricades, fences, walks, shelters, provide and maintain danger signals and warnings where necessary and do G - 7 REVISED, OCTOBER, 1956 whatever else may be necessary and shall observe and obey all laws and ordinances relating thereto. 39. ACCIDENT PREVENTION: Precaution shall be exercised at all times for the protection of persons (including employees and property). The safety provisions of applicable laws, and building and construction codes, shall be observed. Machinery, equipment, and all hazards thereof shall be guarded or eliminated in accordance with thelsafe- ty provisions of the Manual of Accident Prevention in Construction, published!by the Association of General Contractors of America, to the extent that such provi- sions are not contravention of applicable law, 40, LAWS AND ORDINANCES: The Contractor shall comply with all the laws, ordinances and regulations of the State, corporation or regularly constituted authorities inso- far as such laws and ordinances apply to the work contemplated by this Contracts 41, BUILDING CODE: The building code of the municipality where the work is to be done shall be considered a part of these specifications and shall be complied with by the Contractor, 42, NOTICES AND PERMITS: The Contractor shall give all necessary notices and obtain all permits, municipal and otherwise necessary for carrying on the work, and shall pay all charges for permits, water used for all purposes, sewer and plumbing con- nections, repaving of streets, surveyor's fees and all expenses incidental thereto, as may be required for his work. Easements for crossing pavements and railroad tracks shall be obtained by the Owner, or the Engineer. 43. PATENTS: The Contractor shall, for all time, secure to the Owner the free and un- disputed right to the use of any and all patented articles or methods used in the work and shall defend at his own expense, any and all suits for infringement of any such patents, and in the event of adverse awards under patent suits the Con - tractor shall pay the awards. 44. SUB - CONTRACTORS: Sub - Contractors or any kind of agents of the Contractor shall be considered as employees of the Contractor and shall be governed as such, No portion of the work shall be sublet without the approval of the Engineer. Bidders are requested to submit with their proposal the name of the sub- contractors whose estimates were used in making up the bid and whom they propose to employ on the work. It is required that sub- contractors be approved by the Engineer, 45. OTHER CONTRACTORS: This Contractor, at an early date, shall confer with the other Contractor whose work may affect his so as to promote harmony of work, any dif- ference of opinion being arbitrated by the Engineer. The Contractor shall allow other Contractors access to the site at all times as may be necessary for the proper carrying out of their contracts. The Engineer shall determine the order in which the various contracts shall be carried on, I G - 8 REVISED OCTOBER, 1956 46. CONTRACTOR'S FOREMAN: The Contractor shall give his personal supervision to the work of the Contract. When not personally present at the site he shall be represented at the site by a competent foreman who shall be given full authority to receive instructions from the Engineer and to act thereon with reference to the Contractor, 47. INCOMPETENT MEN: The Contractor shall at all times enforce strict discipline and good order among his employees and shall not employ on the work any unfit person or anyone not skilled in the work assigned to him. 48. METHOD OF PROCEDURE: All work shall proceed in the manner and sequence desig- nated by the Engineer, and under his direction and superintendence. 49. ME- A.SUREMENTS: The Contractor shall lay out all work from dimensions given on plans. The Contractor shall take measurements and verify dimensions of exist- ing (old) work, if any, that affect his work or to which his work is to be fitted. He alone shall be responsible for the correctness of all measurements.. AND WORKMANSHIP: Unless otherwise specified, all materials shall be new and both workmanship and materials shall be of good quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. 51. MATERIALS AND SUBSTITUTION: When more than one kind-of manufacturer of a material is specified the option shall be with the Contractor. Articles and materials specified by name shall be considered as standard, but it is not the intent to bar other makes of equal value and workmanship. However, no such substitution shall be mane either before or.after the taking of bids without the written consent of the Engineer. 52. SAMPLES: The Contractor shall furnish for approval samples as maybe directed by the Engineer. The work shall be in accordance with approved samples. 53. ORAL MODIFICATION: No oral statement of any person, whomsoever he may be, shall in any manner or degree modify or otherwise affect the terms of these specifica- tions or the Contract for the work. Any changes shall, before being made, be stipulated and agreed to in writing by the parties to the Contract. 54. CUTTING, DIGGING. AND PATCHING: The Contractor shall do all cutting, fitting, or patching of this work that may be required to make its several parts come together properly and fit it to receive or be received by work of other Contrac= tors shown upon, or reasonably implied by, the drawings and specifications for the completed structure. The Contractor shall not endanger any work by cutting, digging or otherwise andT shall not cut or alter the work of any other Contractor save with the consent of the Engineer. G 9 REVISED OCTOBER, 1956 55. OWNER'S RIGHT TO DO WORK: If the Contractor should neglect to prosecute the work properly or fail to perform any provision of this Contract, the Owner, after three days' written notice to the Contractor,-shall without prejudice to any other remedy he may have, make good such deficiencies and may deduct the cost thereof from any payment then or thereafter due the Contractor pro- vided, however, that the Engineer shall approve both such action and the amount charged to the Contractor, 56, OWNER'S RIGHT TO TERMINATE CONTRACT: If the Contractor should be adjudged a bankrupt, or if he,should make a general assignment for the benefit of his creditors; or if a receiver should be appointed on account of his insolvency, or if he should persistently or repeatedly refuse or fail to supply properly skilled workmen or proper materials, in the judgment of the Engineer, or if he should fail to make prompt payment to sub - contractors or for material or labor, or persistently disregard laws, ordinances of the instructions of the Engineer, or otherwise be guilty of a substantial violation of any provision of the Contract; then the Owner, upon written certificate of the Engineer that sufficient cause exists to justify such action, may without prejudice to any other rights or remedy, and after giving the Contractor and sureties seven (7) days' written notice, terminate the employment of the Contractor and take pos- session of the premises and of all materials, tools, and appliances thereon and finish the work by whatever method he may deem expedient. In such case the Contractor shall not receive any further payment until the work is finished. If the unpaid balance of the Contract price shall exceed the expense of finish- ing the work, including compensation to the Engineer for his additional services; such excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor shall pay the difference to the Owner. The ex- pense incurred by the Owner as herein provided, and the damage incurred through the Contractor's default shall be certified by the Engineer, 57. WRITTEN NOTICE: Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an of- ficer of the corporation for whom it is intended, or if delivered at or sent by registered mail to the last business address known to him who gives the notices 58. PROPOSALS: Bids will be received in accordance with the notice given. Proposals shall be made in the form of the blanks attached to the specifications. Each bidder shall be prepared to submit, when required, a written statement showing the plant and machinery he has available for this work and citing work of similar character and proportions which have been accomplished by the Contractor making the bid and which may be examined by the Owner or the Engineer. This statement shall also contain evidence of the bidder's financial ability to execute the work and of his ability to provide the necessary bond, The Owner reserves the right to reject any or all proposals. 59. "OR EQUAL" CLAUSE: Whenever, in any of the Contract Documents, any article, appliance, device or material is designated by the name of the manufacturer or vendor or by any propriety name and such name is not followed by.the words "or equal ", it shall be deemed that such words do follow such designation, un- less the context clearly requires a contrary designation or construction. Any article or materials equaling the standards fixed may be used in place of that G - 10 REVISED OCTOBER, 1956 specifically mentioned by the specifications, provided that the material proposed is first submitted to and approved by the Owner or its authorized representative. 60. CLEANING UP: The Contractor shall keep the work, streets, alleys, and grounds at all times free from rubbish, surplus and waste materials caused. by any opera- tions under his charge, clean up the building, grounds and streets and leave the work perfect in every respect. 61. EXTRA WORK DONE BY FORCE ACCOUNT: If the value of extra work can not be determined by methods outlined in Item 18 "Changes" the Owner may order the work to proceed by Force Account. In such case the Contractor shall keep and present a correct amount of the net cost of labor and materials together with vouchers, in such form as the Engineer may direct. The Engineer shall certify to the amount of labor and materials only plus twenty (20 %) per cent for overhead, profit and incidentals. If equipment rental or equipment operating costs are involved in the matter, the Contractor shall submit to the Owner and the Engineer before beginning work a list showing hourly cost of operation of such equipment. Extra work shall be done at this hourly rate plus fifteen (157.) per cent for overhead, profit, and incidentals. 62. LINES AND LEVELS: The Engineer shall furnish all necessary lines, levels, bench marks and do all instrument work necessary for the proper location of the various parts of the work. The Contractor shall make and be responsible for all measure- ments from the adjacent established lines, levels or bench marks. Such lines, levels or bench marks, will, in general, be given above grade. The Grontractor shall furnish the Engineer with such competent assistants as the Engineer may require for any and all survey work in connection with this Contract:`. 63. INSTRUMENTS: The Contractor shall provide and keep constantly upon the work such first class instruments as are required in verifying and establishing lines, levels, etc., and shall see to it that the foreman on the work is thoroughly conversant with their use. 64. SCREENS AND TEMPORARY HEAT: The Contractor shall furnish all equipment, fuel, and labor necessary for properly heating the required buildings during construction and shall keep such buildings heated as may be necessary for the proper execution of the work. The Contractor shall also furnish and maintain such temporary closures as may be necessary for the proper heating and protection of the work.. 65. CONVENIENCES FOR WORKMEN: The Contractor shall furnish and maintain a temporary water closet or privy of the type and location approved by the Engineer, and allow the same to be used by every person doing anything relative to such build- ing and carry out directions relative to such water closet or privy and shall remove same when directed by the Engineer. A screen shall be placed in front of the door of the water closet. 66. CEMENT SHED: Where required by the "SPECIAL PROVISIONS ", the Contractor shall provide and erect an absolutely weather -tight cement shed with double floor raised off the ground, and of such dimensions that there shall be ample room for the storage of full consignments of cement, in such quantities as may be required to carry the work on expeditiously. See also Specifications on "Concrete Construction ". G - 11 REVISED OCTOBER, 1956 i 67. CONTRACTOR'S AND SUPERINTENDENT'S OFFICE: Except where otherwise directed the Contractor shall provide and erect a suitable weather -tight house or office of approved size and sufficiently lighted. The house shall consist of two rooms (one for Contractor's office and one .for Superintendent in charge) with inter- communicating door and wicket window with shelf for telephone set in dividing partitions The Superintendent's office shall have a double floor raised above the ground. It shall be properly fitted with a large table for filing of drawings, specifications, etc.; the Contractor shall provide telephone service, heat and light, I G - 12 FORM OF AGREEMENT THIS AGREEMENT, ode and.signed this day of s %q by and between the of hereinafter called the "Owner" and hereinafter called the "Contractors% THIS AGREEMENT WITNESSUH, that the Owner and the Contractor, for the consideration hereinafter stated, agree as follows. ARTICLE I. The Contractor hereby covenants and agrees to perform and execute all the provisions of the plans and specifications as prepared by the Banister Engineer - ing Company of St. Paul, Minnesota, and indicated below under Article IV, as approved by the Owner for: and to do everything required by this agreement and the contract documents. ARTICLE II. The Contractor agrees that the worts contemplated by this contract' shall be fully and satisfactorily completed on, or before ,19 -'';ARTICLE III. The Owner agrees to pay and the Contractor agrees to receive and accept payment in accordance with the prices bid for the unit or lump sum items as! set forth in the conformed copy of Proposal Form hereto attached, which pries shall conform to those in the accepted Contractor's proposal on file in the office of the Clerk of the aggregate of which prices, based on the.approximate schedule of quantities, is estimated to be $ Monthly and final payment shall be made as provided in the General Conditions. ARTICLE IV. The Contract Documents shall consist of the following component parts: 1. The Proposal Form (conformed copy) 2. General Conditions of the Specifications for Public Improvements. 3. Special Provisions, (if any) yo-. Specifications 5. Plans and drawings which are attached to the Specifications or which are identified as Sheens 1 to for- 6. Addenda No. ' I through 7. Contract Bo 8. This Agreement This Agreement, together with the documents hereinabove mentioned, form the Contrast, • and all documents are as fully a part of the Contract as if attached hereto or here- in repeated. G - 13 IN WITNESS WHEREOF, the parties to this agreement have hereunto set their hands and seals as of the day and year first above written. I (Seal) THE OF By Mayor I By , Attest: Clerk (Seal) ,Contractor By (Title) In the presence of: G - 14 PERFORMANCE AND PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS that We, as Principal and (a corporation certified by the Minnesota Commissioner of Insurance and authorized to act as a surety as provided in Minnesota Statutes Section 71.31 and 574.15), as Surety, are held and firmly bound unto the of , a Minnesota municipal corporation,.-hereinafter called the "Obligee ", for the use of the Obligee and.of all persons and corporations doing work or furnishing skill, tools, machinery, materials or insurance premiums, or equipment or supplies, for any camp maintained for the feeding or keeping of men and animals engaged under, or for the purpose of, the contract described below_, in the amount of ' DOLLARS <$ ), for the payment of which well and truly to be made we bind ourselves, and each o.f. us, and our, and each of our, successors and assigns, jointly and severally, firmly by these presents. WHEREAS the Principal has entered into a written contract with the Obligee dated 19 , for the regularity and validity of which is hereby affirmed and for which a bond is re quired by Minnesota Statutes Section 574.26; NOW, THEREFORE, if the Principal shall perform and complete said contract in accord- ance with its terms and shall pay, as they may become due, all just claims for such work, tools, machinery, skill, materials, insurance premiums, equipment and supplies, and shall save the Obligee harmless from all costs and charges that may occur on account of the. doing of the work specified and for the enforcing of the terms of this bond Iif action is brought'hereon, including reasonable attorney's fees, in any case where such action is successfully maintained and for the compliance with the laws appertaining thereto, then this bond shrill be void, but otherwise shall remain in full force and effect. No assignment, modification, or change in the contract, or change in the .work ,covered thereby, nor any extension of time for completion of the contract, shall re- ,lease the Surety on this bond. Sealed with our seals and dated this day of ,19 Witnesses to Contractor's signature: Principal (Name of Contractor) (Seal of Contractor) ( if a corporation) Witnesses to Surety's signature: G -15 By Its and Its Surety By Its Y CERTIFICATE OF ACKNOWLEDGEMENT BY PRINCIPAL (For,use where Contractor is Individual or Partnership) STATE OF MINNESOTA ) SS COUNTY OF ) On this day of 19 , before me personally appeared , to me known to be the person described in and who executed the foregoing bond, and acknowledged that he executed the same as free act and deed. Notary Public (Notarial Seal) CERTIFICATE OF ACKNOWLEDGEMENT .(For use where Contractor is a Corporation) STATE OF MINNESOTA ) SS COUNTY OF ) On this day of 19 before me personally appeared and to me personally known, who, being by me duly sworn, did say that they are respectively the of that the seal affixed to the foregoing instrument is the corporate seal of said corpora- tion, and that said instrument was executed in behalf of the corporation by authority of its Board of Directors, and said and acknowledged the instrument to be the free act and deed of said corporation. Notary Public (Notarial Seal) i Full Name of Surety Company Home Office Address Name of Attorney -in -fact Name of Local Agency Addreed of <!Loe &X:Agency If this bond is executed outside of the State of Minnesota, it must be countersigned on the Performance Bond by a Minnesota resident agent of the Surety Company. Name of Agent affixing countersignature Address MEMORANDUM: Affix here Power of Attorney and Acknowledgement of Corporate Surety. G - 16 2000. EXCAVATION,, BACKFILLING AND GRADING General Requirements 2001. CONDITION OF SITE: The Contractor shall accept the site in its present condition and shall do all clearing, grubbing, excavation "filling and grading necessary for the completion of the contract. 2002. MASS EXCAVATION: The loam shall be stripped from the site of the excavation and piled separately for use as top soil when finished grading is donee All other excavated material shall be piled separately and out of the way of other construction work, until back - filling and grading is .to be donee Excavation shall be large enough to allow the construction of walls and form work and inspection of -same on all sides. Mass excavation shall extend only to the bottom surfaces of tank and floor slabs. Foundations and footings shall be placed on solid, unfrozen, undisturbed earth. If excavations are made too deep, the Contractor shall start.the foundations at the extra depth without :extra charge. Excess material not to be used for grading or fillipg at the site, shall be removed to a location desig- nated by the Engineer and within a distance of_1000 feet at.�w additional cost to the Owner. 2003. ROCK EXCAVATION: Where 5 or more cubic yards of solid rock, or individual boulders each over l cubic.yard and aggregating 5 cubic yards total, are encountered it shall. -be. construed as rock excavation unless modified by the Specific Requirements. Rock and boulders are defined as rocks which are not decomposed, weathered, or shattered, and which will require blast- ing, boring, wedging, or use of air tools for removal. r Where a unit price . for rock excavation is stated in the proposal form said unit price shall apply for determining payment for this items The unit price for rock unless stated otherwise in the Specific Requirements, shall be construed as the price in addition to the equal volume of.earth excavation. 2004. BLASTING:. Where rock is encountered, drilling and blasting may be roaort Td too Such work shall be done only by experiened skilled operators so that no damage will result and state laws and local ordinances shall`be adhered to. 2005. INSPECTION: Each excavation shall,- before any foundation work is placed therein, be examined and approved by the Engineer who will decide whether or not foundations shall be carried to a greater depth than shown. Extra work on this account, if any, will be paid for as provided for "extra work" except that where the proposal form states a unit price for excA vation this price shall apply to any changes so required by this section. 2000 - 1 2006. SHEET FILING AND SHORING.- Where necessary, to restrict the size of excavation or to protect property, the sides of excavations shall be temporarily supported and maintained secure until permanent support is provided. Shoring and sheet piling shall be removed as back - filling progresses, except as otherwise directed by the Engineer. No extra payment shall be made for this work. 2007. WATER.- The Contractor shall keep excavations free from water as required by the execution of the work. The Contractor shall furnish all power, pumps and other apparatus necessary for the rapid and proper execution of the work. 2008. BACK- FILLING.- The Contractor shall back -fill around the several parts, ®f the work to the elevation shown. No back - filling shall be done without the permission of the Engineer, nor until the forms and sheet piling have been removed and such surface treatments as are necessary or specified have been applied. Filling shall be done with earth free from perishable materials or materials which would cause or permit settlement. Filling shall be placed in layers not more than six inches (6 ") thick and each layer shall be thoroughly tamped. Any load bearing fill, (Excavation under structures, pipes, etc.) shall be back - filled from the bottom of the excavation to the bottom side of the footings or floors of such structures with'ten parts of clean pit run gravel mixed with one part of cement. Nixing shall be done in a concrete mixer with sufficient water to permit proper mixing. N6-construction will be permitted on too of loose fill. Same shall apply to piping placed under floors, or at points where a pipe enters a building or tank. Extreme precaution shall be taken to prevent shear- ing of :pipe due to load of backfill. It is assumed that no extra payment, over and above the bid price, shall be made unless the plans and/or specifications fail to properly show the location of existing grade. If such is improperly shown extra payment will be made as- provided in the General Condi- tions. 2009. GRADING.- It is assumed aat all soil removed from.excavation can be used on the plant site. The final grading shall be carried to grade lines as shown on elevations of buildings and sloped to drain away from the buildings in every direction, making sure mean- while that free drainage from all parts of the site is maintained. Top soil saved from the site of excavation shall be spread over graded surfaces adjacent to and in front of the buildings. The finished work shall be smooth, true and sightly. The top 6 inches throughout shall be of black soil suitable for growing purposes and shall be raked and rolled unless stated.otherwise in the Specific Requirements. 2000 -2 7000. DOORS General Reouirements 7001. METAL DOORS AND FRAMES. Type A Hollow metal doors shall be Trussbilt, Type 29, or equal manufacture. The door edge shall not be recessed; Frames shall be similar to design CF201 as made by the Trussbilt Steel Doors, Inc., Ste Paul, Minnesota, and shall. be made of #16 gauge cold rolled steel. All joints shall be continuously welded with the exposed portions ground smooth. Angle clips, concrete rails, and shields for fastening to concrete floor shall be furnished. Provide three T- shaped anchors for each leg of frame for anchoring into mortar joints. Frames shall be erected before walls are erected. Type B All Control House exterior doors shall be of the reinforced type similar to Trusscore as made by Trussbilt, or equal manufacturer. 7002. HARDWARE FOR.ALL DOORS: All hardware shall be as shown in 16000. 7003. WOOD DOORS: Wood doors shall be of the size shown on the plans and con- structed in accordance with "Millwork" 900 ^. 7004. GARAGE DOOR: Supply one 121 by 12" horizontal roll, three section, lights as shown on plans. Lock shall be morticed cylinder lock, with keys as specified in "Hardware ", Section 16000. Hardware shall be as made by Richards- Wilcox supplied by F.O.K. Door shall be 2" wood and constructed as specified herein under "Millwork ", Section 9000. Thresholds shall be made of 2" round heavy galvanized pipe. Supply one 8' x8o garage door 2" stock wood without lights; hardware for two section door horizontal roll and thumb latch lock. 7005. All.door.s shall be reinforced for hardware. Doors and frames shall be. primed by manufacturer using red lead, black iron oxide, or a combination of both in synthetic resin -tung oil varnish vehicle applied according to the directions of the paint manufacturer. 9000. MILL WORK 9001. EXTERIOR MILLWORK. Where the plans indicate door frames to be made of wood they shall be c-at from genuine white pine or cypress, shall have rabbeted stops and shall be toxic dipped in all parts (including brick molds). Brick molds shall be provided with caulking rabbets for all openings. A similar mold complete with caulking rabbets shall be used as interior trim for frames set in exterior concrete walls. Doors shall be of size and thickness as indicated on the plans. Plans shall indicate glazed doors which will have cross panel type of size and thickness indicated, with solid rails, stiled, and panels, and solid panel molds. Wood for all doors shall be genuine white pine or cypress and shall be toxic dipped or water- proofed with approved material, Glazed doors shall have wood glazing stops. Where wood sash is indicated on the plans it shall be one and three-quarters inch (1-3/40) thick, white pine or cypress. Plans shall indicate method of opening. 9003. INTERIOR MILLWORK: Interior millwork as indicated on plans shall be of white pine. Interior trim for use on partitions shall be of standard one piece casing type (mitred or coped at corners). Simple rectangular moulding with slightly rounded corner will serve as trim except as specified elsewhere. Wood base board will be 3/410 x 4 -1/410 casing type with standard base shoe and base cap. 9004. QUALITY OF LUMBER: All lumber for exposed finished work shall be sound, kiln and air dried, selected, clear and free from blemishes that will show after finish is applied. All lumber for concealed work shall be sound,'dry and free from large or loose knots and defects. 9005° STORAGE AND PROTECTION: Millwork shall be kept dry and at all times protected from moisture until it has received its first coat of paint, stain, or varnish, 9006, INSECT SCREENSs Insect screens shall be provided for all wood sash that are arranged to opens Screens shall be wired with 18 mesh copper or bronze screen cloth. 10000. LUMBER AND CARPENTRY 10001. SCOPE: Under this heading shall be furnished all lumber, rough hardware, miscellaneous materials and labor necessary for all carpenter work shown or called for on the plans or specified hereinafter. The Contractor shall also furnish all rough hard- ware, blocking, framing and labor for the complete erection of all millwork and cabinet work and he shall install all trim hardware. 16002, BUCK FRAMES- Buck frames shall be 1- 511611 thick, of sound well seasoned fir, pine or spruce. They shall be made to the dimen- sions and details shown. Buck frames shall be accurately located and then plumbed and braced securely in position and masonry built around them. Buck frames shall be secured in masonry work by metal anchors, three on each jamb, located when erecting frames to come in the mortar joints in the masonry. Anchors shall be 3-1/210 deep lag screws. Each anchor shall be secured with two No. 10 x 1 -1/211 wood screws. 10003. FINISHED HARDWARE: Finished hardware is specified separately under.°hardware1l but shall be applied by the carpentry contractor who shall cut mortises and recesses for locks, butts, etc. in a neat and workmanlike manner. All hardware shall be fitted before final coats of paint are applied but shall be put on after painting is completed. Hardware shall set plumb and true_ in good and workmanlike manner and to operate properly. Hard- ware shall be properly boxed and labeled as to location and contented shall be so kept until installed. 1000&,. PRIMING- No window or door frames, or mill work shall be erected until such work has received a thorough priming coat on all sides as specified under "Painting". 10005 ERECTION OF MILLWORK- All this work shall be erected in a neat, substantial and workmanlike manner and all shall be left smooth, free from hammer marks or other tool marks, slivers, open joints, etc. All joints shall be absolutely tight. All work shall be plumb, square, level and true. Window frames shall be set accurately in place, then plumbed and blocked out from concrete and nailing strips and securely nailed to the nailing strips. Door frames shall be set in place before trim is applied and shall be blocked out from buck frames and nailed permanently in place. Blocking and fastening shall be not more than 1811 O.C. 10000 - 1 10006. CREOSOTING.- Creosoted Noe 1 common pine shall be used for nailing strips on roofs, stop logs, baffles and other work exposed to water or to the weathers Creosote treatment may be 8# pressure vacuum treatment or two brush coats of Carbasota, Avenerious Carbolineum or equal. 10007. PLANK COTTERS.- Plank covers shall be provided where indicated on- the plans. These shall be made of 211 x 8F0 S2S or S%S with 211 x 41' battens. Creosote treatment may be 8# pressure vacuum treatment or two brush coats of Carbosota, or equal. 10008. CAULKING.- All frames in exterior walls shall be caulked weather- tight to surrounding construction with Pecora, Tremco, Sterlastic or equal caulking compound applied in accordance with manufacturer's recommendations in an effective neat and workmanlike manner. 10009. CONCEALED LUMBER.- All lumber for roof joists, rough bucks, etc. shall be f2 or better fir, Roof sheathing shall be #2 or better pine shiplapo 10010° PLANK FOR SAND REDS.- Plank walls for the sludge drying beds shall be #2 or better Douglas Fir, nominal 21' x 1218 and shall be creosoted as stated in Section 100060 10000 - 2 11000. ROOFING, ROOF INSULATION AND SHEET METAL Specific and General Requirements 11001. GENERAL: The General Contractor shall furnish and install roofing as stated herein for the Brick Pump House. The roofing shall be applied to the top of the rigid insulation. 11002. CONSTRUCTION REQUIREMENTS: Insulation. Over the concrete slab of the building the Contractor shill furnish and install insulation consisting of 1" Celotex or equal. All surfaces to receive roof insulation shall be dry, smooth; clean and free from holes, cracks, or projections. Mop concrete roof decks with continuous moppings of hot pitch approximately two feet wide. Provide water cutoffs as required. The method of applying and installing the insulation shall be that recommended by the manufacturer, but the insulation shall be cemented to the concrete slab with an asphaltic material furnished by the man- ufacturer. The insulating material shall be especially made for roof insulation. Roo_ fing. The roof shall be of the following types: Rubberoid Specification 152 Carey Specs..4 -A Barrett Type A This roofing is to be laid over 11° of "Celotex" or equal insulation. 11003. GRAVEL STOP AND FACIA: The Contractor.shall furnish an aluminum gravel stop and facia on the building in the manner,indicated on the detail of'the plans, of Alcoa 63S -t42 alloy at minimum of 1.201 lbs.. per foot. 11006. ROOF VENTILATORS: Roof ventilators shall be installed where shown on the plans and shall be as specified under Section 17500. 12000. MASONRY Specific and General Requirements WORK INCLUDED: This work includes the furnishing of all material and the complete erection of brick and concrete block. BUILDING IN THE WORK OF OTHERS: The Contractor shall build in properly all anchors, ties, plates, joists, beams, lintels, flashing, inserts, etc., which come in con- tact with masonry work. OPENINGS, CHASES AND RECESSES: The Contractor shall examine the drawings and spec- ifications,of all branches of the work, check sizes of all openings, frames and work built in connection with masonry and report all discrepancies. Provide open- ings, chases and recesses in masonry walls as necessary for pipes, ducts, conduits, etc., as shown on the general and mechanical drawings, as directed by the Contractor whose work is to be installed or as required. PROTECTION: Masonry shall be kept at a temperature above freezing un-�il mortar has attained sufficient strength and set so that it will not be damaged by freezing. Warm all materials in freezing weather. Protect the work by appropriate covering from damage by weather. MATERIALS: Materials shall conform to the latest standard specifications of the A.S.T.M. as follows: Concrete Block - C -90 - 8" thick for brick bldg. and 12t° thick when used as foundation for frame bldg. Sand - C144 - 1007. of sand shall pass a #8 sieve. Portland cement - C150 Masonry cement - C91 Quick lime - CS Hydrated lime - C207 Type S Face brick - C216 Grade SW, Type FBS The Contractor shall allow $90.00 per thousand face brick F.O.B. nearest rail- head and shall provide transportation from railhead to building site. Color and texture of brick shall be selected by.the Owner. If the actual cost of the brick differs from the stipulated amount, adjustment shall be made by adding to or deducting from the contract price, the actual net difference. Water shall be clean and free from oil, acid and organic matter. Brick Face brick shall be used for the exterior facing of all walls as shown on the drawings. Common brick shall be used for all unexposed brick work. CLEANING AND POINTING: At the completion of the building, the mason shall clean and wash all exposed masonry and point up all mortar joints as required. Such work shall be done in accordance with best current practices. 12000 -1 MORTAR: Mortar for masonry shall be mixed as follows: 1 part Portland cement, 1 part lime putty and 6 parts sand; or 1 part masonry cement of an approved brand and not more than 3 parts sand. Mortar for bedding and grouting structural steel shall be composed of l part Portland cement and 2 parts sand. LAYING BRICK AND BLOCK: All brick and tile shall be laid plumb, true to line, with level and accurately spaced courses, with corners plumb and true and with each course breaking joints with the course below. Wet all brick just before laying. Bond shall be kept plumb throughout. Plates, beams, lintels, anchors, ties, etc. shall be set in a full bed of mortar and all metals shall be properly anchored and grouted. Structural steel lintels shall extend 6" on each side of opening. Unless otherwise shown the space around built -in items shall be filled solid with mortar and masonry. All brick and block shall be layed with shoved joints in full bed of mortar. Galvanized brick ties shall be used. All exposed joints shall be compressed with a round tool to provide a concave surface.' Brick work shall be cleaned using a weak muriatic acid solution. 12000 - 2 15000. GLASS, GLAZING, MD CAULKING Specific and General Requirements 15001. SCOPE: Under this heading shall be included all glass and glazing throughout the work, and all caulking. 15002. GLASS: The contractor shall refer to schedules for glass required, Thickness of glass shall be as required by the sizes of all openings. Plate Glass,- 1/4" polished Of best quality* Tempered Glass - 1/4" polished of best quality. Crustal Sheet Glass - 7/32" thick, plain sheet glass, "A" quality. All glass shall.be graded according to Fed. Specs. DD -G -451 and U.S. Goverment Master Specs. #123. Each.glass shall bear manufacturer's label denoting quality. 15003, GLAZING COMP OUND: Putty shall be Tremco, or equal glazing compound. 15004. GLAZING: Glass shall be bedded.in putty, secured with zinc glazing points and face puttied. Both face and back puttying shall be neatly finished. 15005. CAULKING: Caulking compound shall be of best quality elastic caulking compound made especially for this purpose, approved by the Engineer as to quality-and color. After painting and cleaning of the exterior of the building has been completed all joints between the frames and the concrete or masonry shall be cleaned and filled full on all four sides with caulking compound so that they are air and water - tight. Any large space shall be filled with stainless oakum before caulk - ing. 15006, GLAZING FOR ALUMINUM SASH: Glass shall be clipped in place as specified,by the manufacturer of the sash. Revis,ed 1/18/55 19000. ELECTRICAL SPECIFICATIONS General Requirements 19001. SCOPE OF WORK: These specifications and the accompanying plans contem- plate the furnishing of all apparatus, materials, equipment and labor for a complete system of electric light and power.wiring, including feeders, switchboards, panel boards, cabinets, wire ducts, conduits, junction boxes, wires, switches, control equipment, fixtures, fuses, lamps, and all appara- tus shown on plans, or specified herein, to make the system complete and operative throughout from the service company's feeder to the most remote outlet. 19002.. OPENINGS, CUTTING AND PATCHING: Chases and openings in building walls and floors will be permitted, but this Contractor shall be responsible for the location and size of same, and shall provide for such openings at the proper time so as to avoid unnecessary cutting or drilling. All necessary cutting of walls and floors for the installation of his work, will be done by this contractor, with the approval of the Engineer. This contractor shall be responsible for any damage to the building structure.. resulting from his work. This contractor shall at his own expense do all patching necessary as result of his cutting and drilling, the correction of faulty work, or delay on his part. All such patching shall be done in a neat and substantial manner. 19003. MATERIALS AND WORKMANSHIP: All materials and equipment furnished shall be new and in accordance to the standards of the National Board of Fire Under- writers, and shall bear the label of approval of Underwriter's Laboratories, Inc. All workmanship and the installation of all materials and equipment, shall be in accordance.with the National Electrical Code,'and the rules and requirements of the City Electrical Inspection Department. Workmanship to be in accordance with best electrical and mechanical practice. 19004. ELECTRIC SERVICE: Electric supply will be three - phase, 4- wire, delta, 60 cycle, with 230 volts, three- phase delta, 60 cycles for power, and 115/230 volts, three -wire, single phase, 60 cycles with grounded neutral, unless otherwise specified. 19005. SERVICE ENTRANCE: Service entrance shall be of the size conduit and number and size of wires called for on plans, and shall be run substantially as shown. Conduit shall run from main cabinet or control center to a point on the outside of the building wall and terminate in a weatherhead type conduit fitting not less than 12 feet above grade. Service entrance leads shall project three feet beyond end of fitting. Where underground service is called for on the plans or in the specifica- tions, size conduit, and size, type, and number of conductors shall be as called for, and shall be run substantially as shown. Conduit shall run from main cabinet or control center to a Type LB condulet on the inside of the basement wall, and from the condulet, the conduit shall run underground to the base of the service pole and up the pole to a point not less than 12 19000 - 1 feet above ground, and there terminating in a weatherhead type conduit fit- ting, with service entrance leads projecting not less than three feet beyond the end of the weatherhead. Conduit shall slope uniformly toward the build- ing. 19006. CONDUIT AND CONDUIT WORK: All conduit shall be heavy wall rigid steel conduit, hot - dipped galvanized,. equal in all respects to General Electric White rigid conduit. Size conduit shall be as noted on plans, and where the size is not noted, the size is to be 1/2" conduit. All conduit, unless otherwise specified in the "Special Provisions ", shall run exposed on ceilings and walls, and all conduit shall be firmly secured to same at intervals not to exceed five feet with malleable clamps, machine screws and expansion shields of corrosion.-resistant materials. In wet locations conduit shall be supported one - quarter inch from the surface wired over. Conduit shall be run straight and plumb, with all bends neatly made. Where it is necessary to run conduit on machinery or equipment, it shall be secure.ly,bolted to the equipment. Conduit shall be smooth and free from burrs, and ends shall butt into couplings and fittings, and all,threaded joints made up tight with at least five full threads engaged and no threads exposed. No threadless coup - lings or connections, will be permitted. Conduits entering boxes or cabinets shall be firmly fastened to same by locknuts and bushings. The necessary pull boxes or conduit fittings can be inserted as desired in long runs of conduit to facilitate the pulling of wires. Rigid conduit shall be run to within one foot of motor connection boxes, and the connection.from the rigid conduit to the motor connection box to be made with approved hot- dipped galvanized flexi- ble conduit. Where underground conduit runs are shown on the plans or called for in these specifications, conduit shall be heavy, rigid steel conduit, hot- dipped galvan- ized. Conduit underground shall be painted with Inertol. Conduit shall be. layed in a trench approximately 2 feet deep and shall slope uniformly toward the building. Trenches shall be backfilled, thoroughly compacted, and the surplus dirt leveled off. Inertol material shall be Inertol Standard Thick. 19007. WIRE DUCTS„ PULL BOXES. JUNCTION BOXES AND CONDUIT FITTINGS: Junction boxes and wire ducts shall be substantially as shown on plans. Junction boxes, wire ducts and covers for same shall be made of No. 16 gauge galvanized steel with riveted or welded corners. Edges of boxes and duct to be turned back 1 /2" and covers fastened to same with machine screws. Wire ducts and junc- tion boxes shall be fastened to the building structure with machine screws and expansion shields. ,In locations calling for vapor -proof wiring, pull boxes and junction boxes shall be cast iron conduit fittings with gasket and iron covers. 19008. LOCATION OF OUTLETS: Wiring plans are diagramatic, and the outlets are shown in their approximate locations only. Before installing outlets, the contract- or shall make his own measurements and secure definite information as to the exact location of outlets. The Engineer reserves the right to change the location of any outlet to suit unforseen conditions, without extra charge by the contractor.. Such change in location shall be made before outlets are installed, and shall not exceed 6 feet. 19000 - 2 Before installing motor outlets or other outlets on equipment, the contract- or shall determine the exact location of same and then place outlets accord- ingly. Outlets shown on plans shall be located at the following heights, unless otherwise directed: Wall. switches 4' -0" above floor Bracket outlets As noted or shown on plans Plug receptacles 4' -0" above floor unless otherwise noted Cabinets V-0" top of cabinet to finished floor Motor controls 4' -6" above floor unless otherwise noted, or unless on control panel 19009. OUTLET BOXES AND FITTINGS: All outlets shall be equipped with approved stand- ard galvanized pressed steel outlet bores. Outlet boxes shall be surface mounted and set plumb and true. If any outlet boxes are set incorrectly, the contractor shall reset such boxes at his owes expense. Where a number of switch- es and receptacles, are located at one point, gang boxes shall be used and switches and /or receptacles placed under one cover place. Switch and recep- tacle outlet boxes shall be utility boxes and surface mounted. Outlet equipment_ in rooms where excessive moisture conditions prevail, ,shall be of the vapor -proof type. These locations will be designated under . "Special. Provisions" or shown on the plans. Such vapor -proof outlets shall be cast metal.boxes for threaded conduit equal in all respects to Series "FS" Fittings as made by the Fill.ark Electric Manufacturing Co., St. Louis, Missouri. 19010. WALL SWITCHES AND COVERS: Wall switches shall be 10 amp. flush tumbler switches with brown handle, equal to G.E. 2842 for single-pole and G.E. 2593 for three - way. Switches mounted in utility boxes shall have stamped aluminum or ca&ium plated steel covers. Switches mounted in vapor -proof fittings shall have cast metal vapor -tight cover of the rocker type for operating a tubler switch, equal to G. E.Dsl81. Plunger type will not be permitted. 19011. PLUG RECEPTACLES AND COVERS: Plug receptacles, as shown on plans, .shall be NENA standard grounding outlets equal,to G. E. 3588, with the ground connect- ion made,in accordance with the requirements of the National Electric Code. Receptacles mounted in utility boxes shall have stamped aluminum or cadmium plated steel covers. Receptacles in wet locations, as designated in the "Special Provisions" shall be Appleton "AE" Series circuit breaking receptacles, 30 -amp., Style 2, in Type "AEE" unilet with threaded cap. Furnish four circuit breaking plugs for same. Make all grounding connections in accordance with the requirements of the National Electric Code. 19012. GROUNDING: All conduits, ducts, cabinets, motors, control equipment, and the neutral conductor of the lighting feeder, in each building shall be grounded . in accordance with the National Electrical Code. On each power and lighting cabinet and control center structure, provide a grounding lug of the solder- 19000 -- 3 less type. Ground each cabinet and the neutral of the lighting feeder with a No. 2 copper wire run in 1/2 -inch conduit to the street side of the water meter and securely ground same to the water service pipe with an approved ground clamp. At buildings where no water pipe is available for grounding purposes, drive a 3/4" x 10' long ground rod equal to "Copperwel.d ". Connect conduit and neutral of lighting circuits with the ground wire and run same through the building wall in conduit and connectito ground rod with a "Copperweld" ground clamp. 19013. WIRES AND WIRING: Wire used in this installation shall be tinned copper of 98% conductivity having a Type RH -RW insulation. Wires No. 6 or larger shall be stranded. All wire shall be delivered to the job in the original packages bearing the name of the manufacturing company.and the Underwriter's labels. All branch circuit wiring for lighting shall be No. 3.2 B. & S. gauge. Branch circuit wiring for power shall be as shown on plans. All power control wiring shall be No. 1.2 wire. Service and feeders shall be size: wire shown on plans. _ Wiring for lighting circuits shall be polarized and color coded throughout the system. Each phase of power circuits shall be color coded, as well as the identity of the control circuit conductors. Wires at all outlets, connection boxes and cabinets shall have sufficient ' length to make connections without putting a strain on the wires, and to per- mit reconnecting if necessary. All connections and taps of No. 8 wire or larger shall. be made with solderless connectors'. For wires smaller than No. 8, all. connections and taps shall be soldered. All connections shall be covered with two layers of approved rubber insulating tape followed by one layer of friction tape. Wires installed in wire ducts, troughs and cabinets shall. be neatly cabled and banded at one-foot intervals with friction tape and fanned out opposite the proper terminals. 1901.4. LIGHTING PANEL, BOARD: Lighting panel board is to be mounted as a unit in the power control center with all wiring within the control cabinet. Front shall be provided with a code gauge steel door fitted with a ring catch. On the inside of the door provide a directory of circuits in a metal frame with a cellophane cover. Lighting panel board to be made up of bakelite sections for the number of branch circuits shown on the plans. Bus bars shall be of the capacity shown on the drawings. Branch circuits shall have 30- ampere single -pole tumbler switches with NEC plug type fuses. Fuses shall be timelag fuses equal to "Fusestats ". Branch circuits and the neutral bar of same shall have stamped identifying numbers. Lighting panel shall be equal in all respects to those manufactured by Frank Adam Electric Company. 19015. LIGHTING FIXTURES: The contractor shall. furnish and install, complete with lamps, all lighting fixtures shown on plans and schedules or called for in the "Special Provisions" of these specifications. The make of fixtures specified 19000 - 4 herein are taken as standard. Other makes than those specified which are of equal quality will be acceptable. Where vapor -proof lighting fixtures are called for on the plans and schedules or called for in the "Special Provisions" of these specifications, such vapor - proof lighting fixtures shall be of the Type N" or Series N" as manufactured by Killark Electric Manufacturing Co., Appleton. Electric Co., or the CFouse- Hinds Co. 19016. POWER CONTROL CENTER: (This section will apply when required in "Specific Requirements ", but will not apply when Power Control Installation, Section .1.9017, is required). Power control centers, as called for on the plans and in these specifications, shall be self- standing enclosed cubicles consisting of a steel frame, standarized motor starter units, bus bars, load and control wiring, terminal boards, and steel enclosure plating. Provision shall be made in the control center for the service entrance switch, watthour meter and nec- essary current and potential transformers, indicating instruments, selector switches or such other auxiliary equipment called for on the drawings or in the specifications. The lighting panel board is to be included as a unit in the control center, as hereinbefore specified. Power control centers made by the following manufacturers will be acceptable: General Electric, Westinghouse, Square "D ", Cutler- Hammer. or Allen - Bradley.. Motor control centers shall have Type "B" wiring arrangement. Horizontal bus ' bars for inter - connecting the various sections shall be at the top of the cubicle, and vertical wiring troughs in each section for load and control wir- ing. Wiring troughs shall have cross bars for holding wires in place, and shall have access plates and concentric knockouts. The back of cubicles shall have removable access plates. The one -line diagram on the drawing outlines the basic motor power and control requirements to be met by.the assembly of standardized units complete with main switch, control panels, fused motor circuit switches, magnetic across -the- line type starters, reduced voltage type starters, and the necessary push but- tons and pilot lights. . 19017. POWER CONTROL INSTALLATION: (This section will apply when required in "Speci- fic Requirements ", but will not apply when Power Control Center, Section 19016, is required). When the plans and Special Provisions call for an installation of individual. motor starters, such equipment shall be a motor starter of the type specified and a fused motor disconnect switch combined in a single en- closing Type.I..:case and completely wired. The motor disconnect switch shall have an external operating handle capable of being locked in the open position. The necessary push buttons, selector switches and pilot lights called for shall be installed in the front of the starter case. Wiring between motor starters, and from service switch, to be in wiring duct as specified in Paragraph 19007. Service entrance switch shall be a fused switch of the capacity called for on plans and enclosed in a Type I case. Provision for metering shall be as spec- ified in the Special Provisions. Lighting panel shall be as specified in Paragraph 19014 of these specifications enclosed in a cabinet of the surface type, of codeigauge galvanized steel with door fitted with ring catch. All equipment in this installation shall be mounted on a 3/4" thick exterior 19000 - 5 grade plywood panel with corrosion- resistant screws. Plywood panel to be given one coat of Inertol Primer Underwater No. 623 followed by two coats of Glamortex Inertol Gray Enamel, and securely fastened to building wall with machine screws and expansion shields. 19018. MOTOR CONTROL EQUIPMENT° Contractor shall furnish and install all motor control equipment shown on. plans and specified herein making all connections complete between motors and controls so that correct motor operation is obtain- ed. Push button stations and pilot lights.located at motors shall be mounted at the proper height on a substantial angle iron frame securely bolted to the motor base. Motor disconnect switches shall have external operating handles capable of being padlocked in the open position, and shall be of the fused type having time -lag fuses equal to '7usetrons Contractor shall furnish a complete set of fuses. Motor control equipment made by the following manufacturers will be acceptable; General Electric, Westinghouse, Square "D ", Cutler - Hammer or Allen- Bradley. Starters for motors 71 R.P. and less shall be combination magnetic across -the- line starters equal in all respects to Cutler - Hammer Bulletin 9589 starter. Starters for motors 10 H.P. and larger shall be combination magnetic reduced voltage primary resistor type starters equal in all respects to Cutler - Hammer Bulletin 9605 starter. Each starter shall have thermal overload elements with a carrying capacity of 125 %.full load current rating of the motor, with reset button in the door. Push buttons, pelector switches, and pilot lights shall be installed in the doors of starters and at motor control stations as shown on plans. Push but- tons and selector swiiches shall be of the heavy duty type in NEMA Type I enclosure, except push buttons in locations where vapor -proof requirements are called for shall have Type IV enclosures. Pilot lights shall be connected so as to be lighted when the motor is in operation. Pilot lights shall be Type S 6 lamps with.candlebra screw base for 115 volts A.C. and shall have red color caps. Lamp and color cap shall be removable from the front. Provide a nameplate for each control unit and each starter,giving the name of the equipment controlled and the operation of each push button and switch. Nameplates to be laminated phenolic material with black background and en- graved white,letters. There shall be fastened to the interior side of the door of each motor control- ler a complete wiring diagram and a complete schematic diagram of the circuits of that particular controller and connections to the source of power and to the motor controlled. Within thirty days after signing the contract, the Contractor shall submit, in triplicate, detailed shop drawings for all switchboards, panel boards, cabinets and control center assemblies for the Engineer's approval prior to fabrication. Contractor shall make any corrections.required by the Engineer, and file cor- 19000 - 6 rected copies of.drawings. The Engineer's approval of such drawings shall not relieve the Contractor from responsibility for deviations from drawings or specifications.. 19019 ..- TESTSo Contractor shall conduct such preliminary tests as to make sure that all equipment is working properly prior to official inspection and acceptance. On the final inspection the Contractor shall demonstrate to the Engineer that the system is_ complete and in operating order. 19000 - 7 21000. CONCRETE SPECIFICATIONS TYPE "B" CONCRETE (GENERAL USE) 21001. CEMENT: Portland Cement shall conform to the Standard Specifications for Portland Cement (ASTM Serial Designations: 0150 -47) and shall be Type I, Standard, or IA, Air - Entraining. 21002, FINE AGGREGATE- Fine aggregate shall consist of clean, hard, well - graded natural sand or manufactured sand made from hard, tough, crushed rock. All fine aggregate shall pass a one - quarter (1/4 ") inch screen and ninety -five (95 %) percent shall be retained on a one - hundred (100) mesh screen. 21003. COARSE AGGREGATE: Coarse aggregate shall consist of clean, hard, durable, uncoated, well- graded, pebbles, gravel, crushed rock or stone. All coarse aggregate shall pass a one (ill) inch screen and ninety -fine (95 %) percent shall be retained on a one - quarter (1/4 ") inch screen, 21004. WATER: Water used in mixing concrete shall be clear and free from dele- terious amounts of acids, alkalis, or organic materials. 21005° PROPORTIONS: Concrete shall be mixed in the approximate proportions of 1 part cement, 2 -1%2 parts fine aggregate and 3 -1/2 parts coarse aggregate. The Engineer may direct that these proportions be changed in order to increase the quality of the concrete; however, the following requirements will be met. Concrete shall have a maximum water content of six and one - half (6 -1/2) gallons per sack -of cement including the water contained in the aggregates. The final adjustment of the proportions shall be such as to produce a plastic mixture which will work readily into the corners and angles of the form with the method of placement employed on the work but without permitting the materials to segregate or allow excess free water to collect on the surface. Should job conditions require the use of more than six (6) sacks of cement per cubic yard of concrete the Contractor shall be paid for the cost of the additional cement in addition to the unit price bid for the work. 21006. MEASURING MATERIALS: The method of measuring concrete shall be such that the proportions can be accurately controlled and easily checked at any time during the work. Each batch shall be of such size as will require some number of whole sacks of cement. Measuring of aggregates shall be done by weight or with permission of the Engineer by volume.using a bottom- less box made to contain one'or more cubic feet of material when filled level. The box may be used for measuring each batch or for determining the capacity of the wheelbarrows used. A mark should be painted around the inside of the pan of the wheelbarrow to indicate the height to which it is to be filled. Water shall be measured in a container marked to indicate the level for each.gallon. 21000 -1 21007.- MIXING CONCRETE: The Contractor shall furnish a motor powered mixer of sufficient rated capacity to handle a batch of the specified proportions using at least one sack of cement. The concrete shall be mixed until there is a uniform distribution of the materials and in no case for less than one (1;) minute. After all the materials are in the mixer, each batch shall be completely discharged before the mixer is recharged. 21008. TRANSPORTING AND DEPOSITING Concrete shall be transported_ from the mixer to the form; and deposited immediately after mixing. It shall be transported and deposited by a method which will prevent separation of the materials. It will be deposited as near as practicable to its final position to prevent segregation caused by rehandling or flowing. No concrete that has partially hardened or been contaminated.by foreign materials shall be deposited, nor shall retempered concrete be used. 21009. CD :> The method and length of time of curing will be specified for each particular project; however, all concrete shall be kept wet for a minimum period of seventy -two (72) hours. 21010. DEPOSITING IN COLD WEATHER- Concrete when deposited shall have a temperature not below fifty (50) degrees F. nor above 80 degrees F. In freezing weather suitable means shall be provided for maintaining 4 the concrete at a temperature of seventy (70) degrees F. for.three (3) days or fifty (50) degrees F. for five (5) days after placing. The methods used to heat the materials and protect the concrete shall be approved by the Engineer. Salt, chemicals or other ad- mixtures shall not be used. 21000 -2 k PUMPHOUSE FOR V<<ELL NO. 7 CONTRACT FOR LOCAL IMPROVFVIENT THIS AGREEkllqT, entered into this 11th day of February �9 57, between the Village of Edina, a municipal corporation, existing under the laws of the State of Minnesota, hereinafter referred to as the Municipality, Party of the First Part, and ADAMS CONSTRUCTION CO., INC. of 2837 Girard Avenue South, Minneapolis 8, Minnesota hereinafter called the Contractor,-Party of the Second Part, 14ITNFSSETH: Article 1. The Contractor, for and in consideration of the payment or payments, herein specified, and by the Municipality to be made, hereby covenants and agrees to furnish all materials, all necessary tools and equip- ment., and to do and perform all the work and labor necessary for the iX*XXXX MX SXXXMX9XXXX*MAX.XXM=X CONSTRUCTION OF ONE COMPLETE BRICK PUMP HOUSE FOR EDINA WELL NO. 7 ]4#X1MM 4 in strict conformity with the plans and specifications and general contract conditions prepared therefor, which are now on file in the office of the,clerk of said Municipality. Said plans, specifications and general contract conditions are hereby referred to and made a part of this contract to the same extent as id herein set forth, and the same, together with this contract, are herein referred to as the Contract Documents. Article 2. The Contractor agrees to commence said work as herein provided for at the earliest practicable date and in any event not later than FEBRUARY 15, 1957 and to prosecute the same diligently and without delay, and to have the work entirely completed in every respect to the satisfaction and approval of the engineer, ON OR BEFORE APRIL 15, 1957 V A 'Xticle 3. The Contractor further agrees to make, execute and deliver to the Municipality a bond executed by himself and a surety company approved by the Council of the Municipality, in the sum of NINE THOUSAND EIGHT HUNDRED AND FIFTY -THREE AND N01100 Dollars ($9,853.00 ), for the use of said Municipality and of all persons doing work or furnishing skill, tools, machinery or materials under or for the purpose of this contract, to secure the faithful performance of this contract by said Contractor and to be conditioned as required by Sec, 4535 of the Revised Laws of Minnesota for 1905, as amended, and this contract shall not become effective until said bond has been received and approved by the Council of the Municipality.. Article 4: In consideration of the covenants and agreements stated above] the Municipality agrees to. pay the Contractor the sum mentioned in the proposal or bid of said contractor, which is made a part of this contract and attached hereto. Installment payments, if any, on account of work done and the materials furnished by said contractor under this contract and actually in place in said improvement, shall be made in accordance with the provisions of the general contract conditions and final payment therefor shall be due and payable on or before thirty days after receipt by the Council of the Municipal- ity of a certificate by the engineer that the work has been fully completed and this contract fully performed by the contractor and the opinion of the Municipal- ity's attorney that the Municipality is then obligated to pay the sum contracted for herein. IN WITNESS WHMrE.OF, First Party hereto has caused these presents to be signed in its behalf by its duly authorized officers and its corporate seal to be hereunto affixed, and Second Party has caused its duly authorized officers to sign same in its behalf. WITNESSED BY: WITNESSED BY: BY Village Manager. . 0 i�'4 BY ADAM CONSTRUCTION CO.., INC. Contractor No. 1 ess• -Bona of Public contractor _ _Bond_No. 92-372176 1.0_K Y,�1Tow all en brig Z4r&P �f��P,BiP ts. That wa, ....1��9�..SrONSliit�TION CO...I� .................... 2837. Girard Avenue So.. .,....Minneapolis .,.. Minnesota ...................................................................................... ............................... as principal...... and......... YLAND .......................................... CASUALTY COMPANY, a corporation of theState of Maryland ........................ ............................. ............................... ....................................................................................................................................................:.................................................................. ..................... :......... . as sureties, hereby acknowledge and recognize ourselves held and firmly bound to ..................... ............................... VILLAGE OF ®INA, MINNESOTA ............................................................................................................................................................................................................................ ............................... .............................:................................................................................... ..............................I State of Minnesota, obligee, in the sum of One .... h.qusand ... 09Ah ...hundred fifty - three and no /100 - - - - - -- ($9853.00).- - - - - -- Dollars, lawful money of the United States to be paid to said-obligee for its use and the use of all persons and corporations doing work or f urnishing skill, tools, machinery, materials, inaurc i oe gist eiat`'or auppli ,o for any camp maintained for the keeping of men and animals engaged under, or forAtli, u, -268e of, the contract hereinafter referred to and described, ....... i1 s . ............................... heirs, legal representatives, successors and assigns, for which payment well and truly to be made we bind ourselves, our respective heirs and legal representatives, jointly and severally, firmly by these presents: THE CONDITIONS OF THIS OBLICI.4TIO. .,RFC SUCH; That whereas said principal...... ha. s........ enera1l construction entered into a contract with said obligee for.......... P!; �mphou,se...for Well IV7 ::...' ........................... . ......... Village of Edina. Minnesota NOW THEREFORE, If said principal shall perform and complete said contract according to its' terms; shall pay, as they become due, all jlust claims for such work, tools, machinery, skill, materials, insurance premiums, equipment and supplies, for the completion of said contract in accordance with its terms, including equipment and supplies for any camp maintain�d for feeding and keeping of men and animals for the performance of said contract; shall save said obligee......... harmless from all costs and charges that -may accrue on account of the doing of said work specified in said contract and for enforcing the terms of this bond in all actions which may be brought thereon and successfully maintained, includ- ing reasonable attorneys' fees; shall comply with all laws appertaining to said contract and said work; shall, in case the contract price specified in said contract shall for any reason be increased, furnish an additional bond in the sum at least of such increase within ten days after demand therefor in writing from said obligee......; and shall pay all costs and disbursements, including reasonable attorneys' fees, .in any and all actions which shall be successfully maintained for the enforcing of. the terms of this bond; then this obligation shall become void.- otherwise it shall be and remain of full force and effect. IN WITNESS WHEREOF, We have hereunto set. our ha� this .....................11 h................ ..'............................ day of ............... FebTMXrY................. ............................... 19...5.7.... ADAP CONSTRUCTION CO., INC. In presence of: . :. .. ..... / BY ... ............ ...... _ ... ....... _..... ............. .. TY COMPANY ""' '- a oney-ln="i- act""" INDIVIDUAL ACKNOWLEDGMENT otate of ;minne0tall 88. Countyof .......................................................................... Onthis .............................................................. ... of**",*,""***,**,***"*,***"",**"*,*,****"****,*********"*"***,",*,,.. 19............, before 7m personally appeared ........................................................................................................................................................................... .................... ................................. 'i;*"T***" known "L**i*e"* the -p-e-P-8-o' ... *-e'x*'*m'utsd ... the " " * f o*' r" e" o** *1' ' n** 'b ... o'n' ... *d**,'***;**;i*"a"*d"k*"n"*6iblo"od that ...... he ..... ex4cuted the same as .................................... free a-d and clea .................. ................. ............................................. ........................... ............. Notary Publlo, ...................................................... c0W�ity"j11nn.'--' My oommiasion 6471reo ................................................................. JUSTIFICATION FOR PERSONAL SURETIES CountyOf ............................................................................. ............................................................................................................ ..... being duty sworn, on oath each for himself says; i t is a ;i*'*a"*n'*'d'*'*"f"'r"*w***'h***o'iL;"o the State of Minnesota; that he justifies on the foregoing bond in the 8u7n, below set opposite his name; that he is worth said sum above his debts and liabilities and exolu8ive of hia property exempt from execution to-wit: Said................... ................................................................... in the sum of ................................................................................................... Dollars Said....................................................................................... in the sum Of ................................................. ?! ................................................ .....Dollars Subscribed and Sworn to Before Me thin ........................ dayof ....................................................................................... 19............ ................................................................................................................. .............................................................................................................................. ................................................................................................................. NotaryPublic, ..................................................................... county, Minnesota. ................................................................................................................ My commission expires .......................................................... .......... ACKNOWLEDGMENT OF CORPORATE SURETY Mate of .... MA.!!ne ......s.....qtq ................................ February 57 On thi8 ................. ,W of ........ ............................... ....... 19............ S8. County of ......... PgAmin .................... before me appeared ...............................J ...... Q,..&A;q!d.1er .. . .. . .................................... to one personally known, who, being by nw duty sworn, did say that............ he ...................... i.S ................................. the ...... Attorney-in-fact .................... 7 ................... . ........... ; .................................................................................................................................................................................................... of.... ........ MPTYIAO.Sm!!!qty .. ! .RTP. n.y .................................................................................................................... a corporation, .that the seal afflxed to the foregoing instrument i8 the corporate seal' of said 'corporatlon�,..... ............................... and that said instrument was executed in behalf of said oorporation by authority of its Board of ............ Direc.tors ............................. ; and that mid ......... ......................................................................................... acknowledged said instrument to be the free act and deed of said ourporation, .............. ................................................................................. ... . .. .. . . . ...... ..... ....... ............ .... NotaryPublia .......................... ..........._..................0 ................ .................................... awl L&%C- mmy, My commission expires ................................................... tlotm. 1—owa .... W..." hermvp1m G— MY 1� P9 F 0 0 z CORPORATE ACKNOWLEDGMENT FOR PRINCIPAL STATE OF Minnesota ) 88 • COUNTY OF Hennepin ) ON THIS 11th DAY OF February i 1957, BEFORE ME APPEARED George M. Kelly and F. F. Simones TO ME PERSONALLY KNOWN, WHO BEING BY ME DULY SWORN, DID SAY, THAT THEY ARE RESPECTIVELY President AND Secretary OF Adams Construction Co..Inc. A CORPORATIONF'THAT'+HE SEAL AFFIXED TO THE FOREGOING INSTRUMENT IS THE CORPORATE SEAL OF THE CORPORATIONS AND, THAT. SAID INSTRUMENT WAS EXECUTED IN BEHALF OF THE CORPORATION BY AUTHORITY OF ITS BOARD OF DIRECTOR81 AND THEY ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE ACT AND DEED OF THE CORPORATION. . (NOTARIAL SEAL) 00 .207 /1.Cin -pin 4;QWYtyi m1mr, 4vws v.12.1to CERTIFIED COPY Know all Men by these Presents: That MARYLAND CASUALTY COMPANY, a corporation created by and existing under the laws of the State of Maryland, of Baltimore City, Maryland, in pur- suance of the authority set forth in Section 12 of Article V of its By -laws, from which the following is a true extract, and which Section has not been amended nor rescinded: "The Chairman of the Board and President or any Vice - President may, by written instrument under the attested corporate seal, appoint attorneys -in -fact with authority to execute bonds, policies, recogni- zances, stipulations, undertakings, or other like instruments on behalf of the Corporation, and may authorize any officer or any such attorney -in -fact to affix the corporate seal thereto; and may with or without cause modify or revoke any such appointment or authority," does hereby nominate, constitute and appoint .............. . -:.:] ...:;��j�j1� - ...and ....J ... B. .... jib. y....................... _.......... ....... each ....wl- th....ful-l.. -power to aet alone�........-- ............. ................. . .................................. _ ............................. _.. _ .................... - .... - .... Of ........... KIMAPOLLS ........................................ State of......------.. ............................... ........its Attorney -in -Fact to make, execute, seal, and deliver on its behalf as Surety; and as its act and deed, any and all bonds, recognizances, stipulations, undertakings, and other like instruments. Such bonds, recognizances, stipulations, undertakings, or other like instruments shall be binding upon said Company as fully and to all' intents and purposes as if such instruments had been duly executed and acknowledged and delivered by the authorized- officers of the Company when duly executed by either one of the aforesaid attorneys In fact. In Witness Whereof, MARYLAND CASUALTY COMPANY has caused these presents to be exe- cuted in its name and on its behalf and its Corporate Seal to be hereunto affixed and attested by its officers there- unto duly authorized, this ......................... CU ........................................... day of.....] q& -Q h. ................................. ......... _.. 1956...., at Baltimore City, Maryland. ATTEST: (CORPORATE SEAL) MARYLAND CASUALTY COMPANY ( Signed) ........ ........ ............ ........... $ oag... V.. ..... LU. U.................................. By ( Signed) .............. 4.Xemp_ -.Ca- ter`.$ .................................. . Assistant Secretary. Vice- President. STATE OF MARYLAND ss. BALTIMORE CITY J On this ................................ l6th....................... day of ......................................... March ........... . A. D., 19...56., before the subscriber, a Notary Public of the'State of Maryland, in and for Baltimore City, duly commissioned and qualified, came ........................ 9 Nemp..... S-$ had- rt ................... ............................... Vice - President; andRog8 a �to ................. .: ..................... - ...... Assistant Secre�ary, of RARYLAND CASUALTY COMPANY, to me personallynown, and known to be the officers described in, and who executed the preceding instrument; and they each acknowledged the execution of the same; and, being by me duly sworn, they severally and each for himself deposed and said that they respectively hold the offices in said Corporation as indicated, that the Seal affixed to the preceding instrument is the Corporate Seal of said Corporation, and that the said Corporate Seal, and their signatures as such officers, were duly affixed and subscribed to the said instrument pursuant to all due corporate authorization. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Official-Seal, at Baltimore City, the day and year first above written. (NOTARIAL SEAL) ( Signed) .................. .Claae- tt,..- R Re -lin r...__...._......- .......... Notary Public. My commission expires May ....:....................... 6,0 ............. CERTIFICATE I, an Assistant Secretary of the Maryland Casualty Company, do hereby certify that I have compared the aforesaid copy of the Power of Attorney with the original now on file among the records of the Home Office of the Company and in my custody, and that the same is a full, true and correct copy, and that the Power of Attorney has not been revoked, amended or abridged, and is now in full force and effect. Given under my hand as Assistant Secretary, and the Seal of the Company, at Baltimore City, Md., this 11A............ day of. ..................... Ee4r-10U ..................... I ........................... A. D., 1957...,. ��� C- ............ - ............ ............................... .........................._ Assistan Seca:` y. 16007. Rev. 4 -54. ",.Teo .4.'Me Q 1 Wrl in, 11 ti WAS ISSUED A POLICY OF INSURANCE AS FOLLOWS: New INSURANCE 1S PROVIDED AGAINST ONLY THOSE PERILS AND FOR ONLY THOSE COVERAGES INDICATED BELOW BY A PREMIUM CHARGE AND AGAINST OTHER PERILS AND FOR OTHER COVERAGES ONLY WHEN ENDORSED HEREON OR ADDED HERETO. PERIL(S) Insured Against and Cover- 0 0 AMOUNT RATE 0 PREMIUM age(s) Provided (Insert Name of Each) p s� /� e� FIRE AND LIGHTNING $ 9,853.00 $ .421 $ 41.43 EXTENDED COVERAGE X X X X X X X X X X X X X X$ .177 $ 17.44 Vandalism & MW $ .016 $ 1.58 $ $ $ $ TOTAL PREMIUM $ 60.5% IN CONSIDERATION OF THE PROVISIONS AND STIPULATIONS HEREIN OR ADDED HERETO AND OF the premium above specified this company, for a term of 0Ae year from February 11, 1955' 7 (At Noon Standard Time) to February 11t1958 (At Noon Standard Time) at location of property involved, to an amount not exceeding the am ) above specified does insure ADARS C0P=UCTI4i CO., INC - and VIMAGP OF mIP A, MI as their interest may appear and legal representatives. The insurance effected above is granted against all LOSS OR DAMAGE BY FI I ATING FROM ANY CAUSE, EXCEPT AS HEREINAFTER PROVIDED, ALSO ANY DAMAGE BY LIGHTNING A MOVAL FROM PREMISES ENDANGERED BY THE PERILS INSURED AGAINST IN THIS POLICY, to the property-A rib hereinafter while located or contained as described in this policy, or pro rata for five days at each proper place to which any rty shall necessarily be removed for preservation from the perils insured against in this policy, but not elsewhere. The amount of loss or damage, except in case of total loss on buildings, to be estimated according to the actual value of the insured property t the ti when such loss or damage happens. If the insured property shall be exposed to loss or damage from the rtls' insured against, the insured shall make all reasonable exertions to save and protect same. 1 Item No. Amount Fire or Fire and Extended Cov- erege, or Other Peril 2 Per Cen[ of Co- Insurence Applicable Amount Other Peril if Different Than Fire 3 Per Cent of Co- Insuran Appllca 4 DESCRIPTION AND LOCATION OF PROPERTY COVERED Show construction, type of roof and occupancy of building(s) covered or containing the property covered. If occupied as a dwelling state No. of families. 1 99053.00 100 WILDERS RISK - See form attached The insurable value(s) of the above described building(s) are hereby stated to be: Item No.1 $9,853. o Item No. $ Item No. $ • Item No. $ Subject to Form No(s.) 174:0 150 50 61 f A / 1 k91 d attached hereto. E M R ITION DATE(S) Subject to the stipulations, provisions, and conditions contained in this policy, the loss, if any, on building items, is payable to: ** ortgagee, as his, her, its or their interest may appear. Assignment of this policy shall not. be valid except with the written consent of this company. This is Furnished simply as a memorandum of said Policy as it stands at the date of issue hereof, and is given as a matter of information only and confers no rights on the holder and imposes no liability nor obligations upon this Company. Countersignature Date February 11,1957- 0 P 38 -0- B Agency at Minneapolis, Minnesota A CH"L VC . Agent V . gent %-(&L Sr c (► W C • v '�p,^►Y INS0 TAKE NOTICE This is Furnished simply as a memorandum of said Policy as it stands at the date of issue :hereof, and is given as a'matter oFinformation only and confers no rights on the holder and imposeswno liability nor obliga- tions upon this Company. t�. s if b _ 1 THE CAMDE N., 'FIRE INSURANCE ASSOCIATION MINN. 275 No., 510238 CAMDEN, NEW JERSEY Expires February 11,1958 Basic Amount $ 9,853.00 Premium $ 60.50 Property Builders Risk, Pump House Village of Edina A.u.rea, Insured's name and mailing! address uz e EnEuzl� V �' co nd e _1 Adams Construction Co., Inc., and JIIIIIIIf1tlI1111111111111111111111111111111111111111111111111111111111111111L Village of Edina, Minnesota - Insurance Bonds v Claandler agency, .Qnc. 1004 Wesley Temple Bldg. L = Minneapolis 3, Minn. FE. 9 -5831 e ° �IIIIUINIIII( IN{ INIiIIAIIINIII�lllllllllllllllllllllllllllllllllllll r 4 , It is important that the written portions of all policies covering the same property read exactly alike. If they do not, they should be made uniform at once. %-(&L Sr c (► W C • v '�p,^►Y INS0 TAKE NOTICE This is Furnished simply as a memorandum of said Policy as it stands at the date of issue :hereof, and is given as a'matter oFinformation only and confers no rights on the holder and imposeswno liability nor obliga- tions upon this Company. t�. s if UNIFORM STANDARD MINNESOTA' FORM NO. 17-C (Edition Apr. '56) BUILDERS' RISK COMPLETED VALUE FORM Attached to and forming part of Policy No ..................... 51P.M. . .................................................................................................. ........................... of the ........... !P.0 We ------ clation - NAME OF INSURANCE COMPANY ---------------------- issued at its ............ i�nneapol minneso a . 01*12 --- a- f - -V- ---- irl -------------------------------------- 57- YOR TOiVN ----- 4, ...................................... *0_ _ ---- _ ... Agency. Dated ........ .. .................. ** ... * .... * ............ ** ........ ... 19 ............ 1. This policy being for the Provisional Amount of $ ........ . X.90...00 ................................ bein"g ..... 1 ................. % of the total amount ................ of contributing insurance, covers on the ..... 0.10.10 ...................... story .......... ApprRy .,00f ..... krk;* ................................................................. building or structure, while in course of construction, including foundations, additions, attachments, and all permanent fixtures be- longing to and constituting a part of -said building or structure, to be occupied as ...............House Pump Well!7, ................................. 890 0 -'Edina Well ..................................................................................................................................... all while situated . ............A @8? .... Sherwood Road., ... R! � n A ! q S 'ir" e ... 0 ... t ..... 8** * a d 111.9 .... ...... ----------------------------------------- ................................. ; ..... ....................................... .. *"' ... # ........... 1 ................................................... ......................................................... HERE GIVE STREET NUMBER, OR LOT OR BLOCK NUMBER OR TOWNSHIP, SECTION AND RANGE ....... ............................................................................................................................................................................................................................................................. City of ................................ U11qat ... 99 ..Edina,... . Minnesota ............................ .......... ....................................................... .............. State of Minnesota Tow-1 I subject to the following provisions and stipulations. 2. This policy also covers temporary structures, materials, equipment and supplies of all kinds incident to the construction of said building or structure and, when not otherwise covered by insurance builders'. machinery, tools and equipment owned by the Insured or similar property of others for which the Insured is legally liable, all forming a part of or contained in said building or structure, temporary structures, or on vehicles, or in the open; only while on the premises described or within 100 feet thereof. 3. Occupancy Clause: It is a condition of this insurance that the premises shall not be occupied without obtaining the consent of this Company endorsed hereon; except that machinery may be set. up and operated solely for the purpose of testing the same without prejudice to this policy. THE PROVISIONS PRINTED ON THE BACK OF THIS FORM ARE dNl f 0�(M�r Form No. 17-C (4-56) Note to Agents: When it is desired to eliminate from basement floor, etc., or other Coinsurance exclusion, as PART HEREOF. reare-w"Asam maw"%oal-A"We indations which are below the under surface of the lowest the published rules, the form may be so endorsed. 4. The amount of insurance stated in this policy is provisional. It is a condition of this Insurance, wherein the rate and premium are based on an average amount of liability during the period of construction, that at any date while this policy is in force, the actual amount of insurance hereunder is that proportion of the provisional amount that the actual value of the described property on that date bears to the value at the date of completion, but shall not in any case exceed the provisional amount. In consideration of.the reduced rate at which this policy is written, it is a condition of this insurance that in the event of loss, this Company shall be liable for no greater proportion thereof than the provisional amount of insurance under this policy bears to the value of the described property at date of completion. If this policy be divided into two or more, items, the foregoing shall apply to each item separately. 5. Loss Clause: Any loss hereunder shall not reduce the amount of this policy. . . 6. Electrical Apparatus Clause (This Clause Void as to Windstorm Insurance): If electrical appliances or devices (including wiring) are covered under this. policy, this Company shall not be liable for'any.electrical infury or, disturbance to the said elec- trical appliances or devices (including wiring) caused by electrical currents artificially 'generated unless fire ensues, and if fire does ensue this Company shall be liable only for its proportion of loss caused by.such ensuing fire. . 7. Liberalization Clause: If during the period that insurance is in force under this policy, there be adopted in this state by the fire insurance rating organization on behalf of this Company, any forms, endorsements or rules by which this insurance could be extended or broadened, without additional premium charge, by endorsement or substitution of such form or endorsement, then such extended or broadened insurance shall inure-to the benefit of -the Insured hereunder as though such endorsement or substitu- tion of form had been made. - 8. Subrogation Clause: It is hereby stipulated that this insurance shall not, be invalidated should the Insured waive in writing prior to a loss any or all right of recovery against any party for loss occurring to the property described herein. ( n. �NIEOKM� Form No. 17 -C (4 -56) MINN. } r. i UNIFORM STANDARD (New Style) FORM NO. 61C (Edition Apr. '56) EXTENDED COVERAGE ENDORSEMENT (FARM PROPERTY) (PERILS OF WINDSTORM, HAIL, EXPLOSION, RIOT, RIOT ATTENDING A STRIKE,. CIVIL COMMOTION, AIRCRAFT, VEHICLES, SMOKE, EXCEPT AS HEREINAFTER PROVIDED.)' 1 In consideration of the premium for this coverage shown on the first page of this policy, and subject to provisions and stipula- 2 tions (hereinafter referred to as "provisions ") herein and in the policy to which this endorsement is attached, including riders 3 and endorsements thereon, the coverage of this policy is extended to include direct loss by WINDSTORM, HAIL, ExPLOS10N, RIOT, 4 RIOT ATTENDING A STRIKE, CIVIL COMMOTION, AIRCRAFT', VEHICLES; AND S ,\10KE. . . ' 11 5 This endorsement does not increase the amount or amounts of insurance provided in the policy, to which it 'is 'attached: b If this policy covers on two or more items; the provisions of this endorsement shall apply to each item s'eparat'ely. 7 Substitution of Terms: In the application of the provisions of this policy, including riders and endorsements (but not this en- 8 dorsement), to the perils covered by this Extended Coverage -Endorsement, wherever the word "fire" appears there shall be sub -' 9 stituted therefor the peril involyed or the loss, caused thereby; as the case - requires. 10 Apportionment Clause: This Company shall not be liable for a greater proportion of any loss less the amount of the deductible, 11 if any, from any peril or perils included in this endorsement than (1) 'the amount of insurance under this policy bears to the whole 12 amount of fire insurance covering'the property', or which would have covered the property except for the existence of this insur- 13 ante, whether collectible or not, and whether or not such other fire insurance covers against the additional peril or perils in- 14 sured hereunder; (2) nor for a greater proportion of any loss less the amount of the deductible, if any, than the amount hereby 15 insured bears to all insurance; whether collectible or not, covering in any manner such loss, or which would have covered such 16 loss except for the existence of this insurance; except if any type of insurance other than fire extended to cover additional perils 17 or windstorm insurance applies to any loss to which this insurance also applies, or would have applied to any such loss except for 18 the existence of this insurance, the limit of liability of each type of insurance for such loss, hereby. designated as "joint loss," shall 19 first be determined as if it;were the only insurance, and this type of insurance shall be liable for no greater proportion of joint 20 loss than the limit of its liability for such loss bears to the sum of all, such limits. The liability of this Company (under this en- 21 dorsement) for such joint loss shall be limited to its proportionate part -of the aggregate limit of this and all other insurance of 22 the same type. . - . 23 The words "joint loss," as used in the foregoing, mean that portion of the loss in excess of the highest deductible,, if any, to 24 which this endorsement and other types of insurance above referred to both apply. 25 War Risk Exclusion Clause: This Company shall not be liable for loss from any peril or perils included in this endorsement 26 caused directly or indirectly by (a) hostile'or warlike action in time of peace or war, including action in hindering, combating or 27 defending against an actual, impending or "expected'attack; (1) by any government or 'sovereign power (de jure or de facto), or 28 by any authority maintaining or using military,'naval or air forces; or (2) by military, naval or air forces; or (3) by an agenit of 29 any such government, power, authority or forces; it beirig'understood that any discharge, explosion or use of any weapon of war 30 employing atomic fission. or radioactive force shall be conclusively presumed to be such.a hostile or warlike action by such agov- 31 ernment, power, authority or forces; (b) insurrection, rebellion, revolution, civil war, usurped power, or action taken by govern - 32 mental authority in hindering, combating or defending against such an occurrence. 33 Waiver of Policy Provisions:' A claim for loss from perils ,included in this endorsement shall not be barred because of change 34 of occupancy, nor because of- vacancy or unuccupancy. THE PROVISIONS PRINTED ON THE BACK OF THIS ENDORSEMENT ARE HEREBY REFERRED- TO AND MADE A1PART HEREOF. >uNI�OR�I'Y Form No. 61C (4-56) CAUTION WHEN THIS ENDORSEMENT IS ATTACHED TO ONE FIRE POLICY, THE INSURED SHOULD SECURE LIKE COVERAGE ON ALL FIRE POLICIES COVERING THE SAME PROPERTY. 35 Provisions Applicable Only to Windstorm and Hail: This Company shall not be liable for loss caused directly or indirectly 36 by (a) frost or cold weather or (b) ice (other than hail), snowstorm, sleet, waves, tidal wave, high water or overflow, whether 37 driven by wind or not. 38.. This Company shall not be liable for loss to the interior of the building or the property covered therein caused, (a) by rain, 39 snow, sand or dust, whether driven by wind or not, unless the building covered or containing the property covered shall first 40 sustain an actual damage to roof or walls by the direct force of wind or hail and then shall be liable for loss to the interior of the 41 building or the property covered therein as may be caused by rain,-snow, sand or dust entering the building through openings in 42 the roof or-walls made by direct 'action of wind or hail' or (b) by water from sprinkler equipment-or other - piping, unless such 43 equipment or piping be damaged as a direct result of wind or hail. 44 . This Company :hall- -not be liable for any loss to livestock or poultry caused in whole or in part by running into streams or 45 ditches or against fences or other objects, or from smothering; nor for loss as the direct or indirect result of fright, howsoever 46 caused. 47 Unless liability therefor is assumed in the form attached to this policy, or by endorsement hereon, this Company shall not be 48 liable for damage to the following property: (a) grain, hay, straw or other crops outside of buildings, or (b) windmills, wind - 49 pumps, or their towers, or (c) outdoor radio and television equipment, or (d) silos, whether attached to buildings or not, or (e) 50 signs, or (f) buildings (oe their contents) in process of construction unless entirely enclosed and under roof with all outside doors 51 and windows permanently in place, or (g) poultry, horses, mules, cattle, swine and 'sheep caused by freezing or smothering in 52 blizzards or snowstorms. 53 Provisions Applicable Only to Explosion: boss by explosion shall include direct loss resulting from the explosion of accuntu- 54 lated gases or unconsumed fuel within the firebox (or combustion chamber) of any fired vessel or within the flues or passages 55 which conduct the gases of combustion therefrom. However, this Company shall not be liable for loss by explosion, rupture or J6 bursting of 57 (a) steam boilers; steam pipes, steam turbines or steam engines; or 58 (b) rotating parts of machinery caused by centrifugal force; 59 if owned by, leased by or actually operated under the control of the Insured. 60 The following are not explosions within the intent: or meaning of these provisions: 61 (a) Concussion unless.caused by explosion, 62 (b) Electrical arcing, 63 (c) Water hammer, 64 (d) Rupture or bursting of water pipes. 65 Any other explosion clause made a part of this policy is superseded by this endorsement. 66 Provisions Applicable Only to Riot, Riot Attending a Strike and Civil Commotion: Loss by riot, 'riot attending a strike or civil 67 commotion shall include direct loss by acts of striking employees of the owner or tenant(s) of the described building(s).while 68 occupied by said striking employees and shall also include direct loss from pillage and looting occurring during and at the 69 immediate place of a riot, riot attending a strike or civil commotion. Unless specifically endorsed hereon in writing, this-Company 70 shall not be liable, however, for loss resulting front damage to or destruction of the described property owing to change in tem- 71 perature or humidity or interruption of operations, whether or not such loss is covered by this policy as to other perils. 72 Provisions Applicable Only to Loss by Aircraft or Vehicles: The term "vehicles," as used in this endorsement means vehicles 73 and mobile agricultural machinery running on land or tracks but not aircraft. Loss by aircraft or vehicles shall include only 74 direct loss resulting from actual physical contact of an aircraft or a vehicle, with the property covered hereunder or with the 75 building containing the property covered hereunder, except that loss by aircraft includes direct loss by objects falling there - 76 from: This Company shall not be liable, however, for loss (a) by any vehicle owned or operated by the insured or by any tenant 77 of the described premises; (b) by any vehicle to fences, driveways, walks or lawns. 78 Provisions Applicable Only to Smoke: The term "smoke" as used in this endorsement means only smoke due to a sudden, 79 unusual and faulty' operation of any heating or cooking unit, only wheit such unit is connected to a-chimney by a smoke pipe, or 80 by a vent, and while in or on the premises described,in this policy, excluding, however, smoke from fireplaces or industrial 81 apparatus. , *uNIfORM�t Form No. GiC (4 -56) (New Style) UNIFORM STANDARD (New Style) FORM NO. 205 (Edition Sept. '55) VANDALISM AND MALICIOUS MISCHIEF ENDORSEMENT (FOR USE ONLY WITH EXTENDED COVERAGE ENDORSEMENT) 1 1. In consideration of the premium for this coverage shown on the first page of this policy, and subject to the provisions of 2 this policy of fire insurance and the Extended Coverage Endorsement attached thereto and of this endorsement, the coverage 3 under said Extended Coverage Endorsement is hereby extended to include direct loss to the described property from Vandalism 4 and Malicious Mischief. 5 2. The term "Vandalism and Malicious Mischief" as used herein is restricted to avd includes only wilful or malicious physi- 6 cal injury to or destruction of the described property. 7 3. When this endorsement is attached to a policy covering direct loss to the described property, this Company shall not be 8 liable under this endorsement for any loss 9 (a) to glass (other than glass building blocks) constituting a part,of the building; 10 (b) by pilferage, theft, burglary or larceny, except loss by wilful or malicious physical injury to or destruction of a build - 11 ing described and insured hereunder: 12 (c) by explosion, rupture or bursting of steam boilers, steam pipes, steam turbines, steam engines, or rotating parts of 13 machinery caused by centrifugal force, if owned by, leased by or actually operated under the control of the Insured; 14 (d) from depreciation, delay qr loss of markei; nor unless specifically endorsed hereon in writing for any loss resulting 15 from change in temperature or humidity. 16 4. When this endorsement is attached to a policy covering Business Interruption, Extra Expense, Additional hiving Expense, 17 Rents, Leasehold Interest, Profits and Commissions, or Consequential Loss, this Company shall not be liable under this en- 18 dorsement for any loss due to damage to the described property when such damage results from any of the causes.listed in sub - 19 'divisions (b); (c), or (d) of Paragraph No. 3 above. 20 5. The permitted period of vacancy as provided by said fire policy shall apply to liability under this endorsement except when 21 such permitted period is, in excess of thirty days, in which case this Company shall not be liable for loss under this endorsement 22 occurring while the described building is vacant beyond a period of thirty days, whether or not such period commenced prior 23 to the inception date of this endorsement; but a building in process of construction shall not be deemed vacant. °NI f OKNrT Form No. 205 (9 -55) s BITUMINOUS CASUALTY CORPORATION - SECUgm BITUMINOUS FIRE AND MARINE INSURANCE COMPANY sE E SERVICE HOME OFFICE, • ROCK ISLAND, ILLINOIS CERTIFICATE OF INSURANCE THIS IS TO CERTIFY that the described policies, covering in accordance with the terms thereof, are in force as of the date hereof: Insured Adams Construction Co..Inc. Address 2837 Girard Avenue South, Minneapolis, Minnesota Location covered State of Minnesota and elsewhere as work required KIND OF POLICY POLICY NO. POLICY LIMITS OF LIABILITY Bodily Injury Property Damage PERIOD Workmen's Eff. 6/1/56 Statutory Nil Compensation' WC 278744 Exp.. 6/1/.57 Manufacturers' and Eff. Each person $ Each accident $ Contractors'. Liability Exp. Each accident $ Aggregate $ Owners', Landlords' Eff. Each person $ Each accident $ and Tenants' Liability Exp. Each accident $ Owners' or Contractors' Eff. Each person $ Each accident $ Protective liability Exp. Each accident $ Aggregate $ Automobile Eff. Each person $ Each accident $ Liability Exp. Each accident $ Comprehensive Eff. 611/56 Each person $ 100,000 Each accident $ 25,000. General Liability CL 833756 Exp. 6/157 Each accident $ 3w, 0o. Aggregate $ 50,000. Aggregate $ GUcARAN�Y SECURI INS E , ompre ensrve Eff. 11/25/56 Each person $ 00,000. 157 EacH':accident $ 25,0009 Automobile Liability AC 2646 Exp. 11 25 / / Each accident $ 8009000. �, This certificate is issued to Village of Edina, Minnesota Address Village Hall, Edina, Minnesota In the event of any material change in said policies, the insuring company will notify the party to whom this certif- icate is issued and in the event of cancellation thereof, ten (10) days prior notice of such cancellation will be given. % GUARANTY SECURITY INSURANCE COWANY C3 BITUMINOUS CASUALTY CORPORATION Insuring company designated by "❑x " ❑ BITUMINOUS d MARINE INSURANCE COMPANY By. Dated February 11.1957 J.D. andler AUTHORIZED REPRESENTATIVE Chandler Agency, Inc., Mpls. Minn. P -334 A LOCATION Im ENDORS9kiEN'$ Bad. It is aged that the policy is =UmW to lwau is tote followings 3CHM= NO. on (e) COAgFi = CONSTRUCT= AGN „4Sr9l�` R -- .O. W........._ #0505 Agreemwt bed Assured and VILlass of mss, Dated Febrtili U,,, "570 Ganexal Construction of Paw Hopi far VOIL Vim of EdIms, ,esot&. Amount Of Cats $9,:853 -00. A+ddgtlo> . F"MIUR to are deFtmVi i�i� at Auftt. Hold Harmless Agreement M A C017. CL U9.g5 S19.00 (PUT C) The Contractor shall assume all liability and save the owner harmless and indemnify him from every claims actions cause of actions liabilityp.damages. expense or payment by reason of injury to person or persons including death suffered through arW act or ommission of the contractor or ary sub contractor or argon direct]y or indirectly employed by either of them in the prosecution of the work or ary portion thereof included in this contract. This endorsement is eFFective From ftbe=v"r 11 �� , at 12:01 AM., standard time at the named insured's address, and subject to all the exclusions, conditions and other terms of the policy except as specifically amended herein, forms a part OF policy No. issued to AnAUI4 14PJ19f;T'la'Ty!4rTrw rf%A DA A>�- IN111 BITUMINOUS CASUALTY CORPORATION BITUMINOUS FIRE AND MARINE INSURANCE COMPANY (-Bituminous Casualty Corporation by X Bituminous F' and Marine Insurance Company President ( "Z" design e f rin company Countersigned Febr=y _ _ 19 a by i FF..�i�arl RonracenfRFive RANCH OFFICE OR GENERAL AGENT NWWW ENTRY DATE •COMMIS N RATES PREMIUM INFORMATION LINE LINE *PRODUCER - PREFIX *PROD. CODE W.C. ADWL cholaw *TERM VA4VEIASIS G.L. RET. *CLAIM OFFICE *POLICY DAT PHY. ADD'L r A.L. DAM. TOTAL RE ENTRY ER. STAT RET. *To Be Completed By Policy Wrlting Office P- 326b -6 -56 BANISTER ENGINEERING COMPANY CHANGE ORDER Date Project MW 604, ail'i s Location W= _ Project Order Number Owner VUAM Nature of Change Description and Cost: OaD Wate 19 'WMcoveroft b ui tall VV14! retaftelmo yrbw�ortirn� ■.. ri.w riawis�4 Is Cost Actual or Estimated? This authorizes Contractor to perform this work as part of Base Contract when signed by all parties. Recommended for Ap r Banister Eng i g Co. By Agreed to by Contractor.: . �- ��+.-c�lJ G � • i fir-✓ By �r , - n Approved for Owner: By i i By Distribution Contractor 2 Resident Engineer 1 Owner 1 St._ Paul Office 1 Banister'Engineering Company, St. Paul, Minnesota INDUSTRIAL DAMS CONS TRUCTION O. INC. ROBUILDING REMODELING BUILDING CONTRACTORS PAINTING 2837 GIRARD AVENUE SOUTH MINNEAPOLIS 8, MINN. February 21, 1957 a Village Manager Village of-Edina 4801 West 50th Street Edina, Minnesota re: Pump House, Well No. 7 Dear Sir: We are enclosing herewith the following papers relating to the above project: 1 copy of Contract which has been executed by us. 1 .copy of Contract Bond. 1 copy of Insurance Certificate covering workmen compensation and public liability and including hold harmless endorsement. 1 copy of Builders Risk Insurance policy. 5 copies of Change Order ,#1 which we have signed. Very truly yours, AD&IS CONSTRUCTION CO., INC. F. F. Simons FFS /S encl cc: Banister Engineering Co. February 14, 195 Adhms- Construction_ Co.# Inc. 2 73, Girard Avenue South lei nespolto H; Minnesota 7nticmens Res Conttact, for Pumphouso for Edina well No. 7 enclosing herewith three copies,of Fumphouge Contuact ewdrded 'to you on the 11th.. One copy of the contract is for your fileav one is for your bonuding company, and one copy should .I* fully efrecuted and returned to us together with the required performance bond and insurance certificatess We will appreciate receiving our copy of contract, together with ° the other required documents,, at _your earliest convenionce, Please consider this yout'duthoris®tion and direction to begin work an or before_ February 150 m4.- a Yours Very truly, t YILJ ACE OF EbINA Village Clerk gee February 11, 1957 MINUTES - TAKING OF BIDS Pursuant to "Advertisements for Bids ", published in Edina- Morningside Courier and Construction Bulletin on January 31 and February 7, 1957, sealed bids for a WELL, a PUMPHOUSE, and certain INSURANCE requirements were opened at 11:00 A.M. on Monday, February 11, 1957, in the Village'Hall. Manager Hyde, Clerk.Alden, Finance Director Dalen and Consultant Banister represented the Village. Bidders' representatives were present to hear the bids read, said bids being as follows: PUMPHOUSE FOR WELL NO. 7 (Sherwood Road ) BASE BID -BRICK ALTERNATE -FRAME COMPLETION G.H. Lindwall, Minneapolis (8) $13,442.37 $12,955.48 May 31, 57 Farnsworth Const. Co., Minneapolis (3) 99900.00 8,600.00 May 10, 57 Leaf Const. Co., Minneapolis (6) 10,689.00 99785.00 May 1, 57 Sigurd Johnson,,Edina (7) 12,128.00 10,809.00 May 1, 57 Lloyd D..Wick, Minneapolis (1) 9,739.00 7,806.00 July 15, 57 Karl Dedolph Const. Co.., St. Paul (4). 9,933000- 9.,333.00 July 1, 57 Adams Construction Co.,,.Inc., Minneapolis (2) 9,8® 53.00 8,865.00 April 15, 57 H.N. Leighton Co., Minneapolis (5) 9,940.00 8,760.00 April 18, 57 Early Completion Date _WELL NO. 9 CONDITION NO. 1 (Without Screen) CONDITION NO. 1 (With Screen) CONDITION NO. 2 (Without Screen) CONDITION NO. 2 (With Screen) CONDITION NO. 3 (Without Screen) CONDITION NO. 3 (With Screen) CONDITION NO. 4 (Without Screen) CONDITION NO. 4 (With Screen) McCarthy Well Keys Well Bergerson- Drilling Co. Layne- Minnesota Drilling Co. Caswell $22,596.50 $22,954.00 $209'720.00 $21,195.00 $269986.50 $27,139.00 $24,990.00 $25,410.00 $23,856.50 $24,271.50 $21,775.00 $22,300.00 $28,246.50 $28,50650 $269045.00 $269515.00 $31,926.50 $329649.00 $299993.00 $309905.00 $38,016.50 $38,899.50 $35,983.00 $37,085.00 $35,874.00 $34,879.00 .$30,720.00 $299935.00 $41,554.00 $409339.00 $36,180.00 $35,395.00 INSURANCE - Insurance bids were received from the following, but because of complexity of bids they were not tabulated: Charles W. Sexton Company, Minneapolis Fritzel Agency, Edina Employers Mutual Casualty Company, Minneapolis Curt Johnson, Edina Snyder - Kohler Agency, Minneapolis Mutual Service Agency, St. Paul etclien S. Alden Village Clerk Ir NOTE; BID AWARDED ADAMS AFFIDAVIT OF PUBLICATION CONST. CO'.', MPLS'. 2/11/57 .................................................... ........................... . .•• $9,$53.00 FOR BRICK HOUSE. Edina -A lorningside Courier Edina, Minnesota State of Minnesota County of Hennepin SS. JOHN E. TILTON, being duly sworn, on oath says: that he now is and during all the time herein- stated has been JOHN E. TILTON, the publisher ------ and printer______ of the newspaper known as The Edina- Morningside Courier, and has full knowledge of the facts herein stated. That for more than one year immediately prior, to the publication therein of the printed Advertisement for s_,_umpou _ Bid_ P_ _H_s�,,__F_ebry_�[_X___U_,__. 1957 .... ------------ -------------------------- ------- hereto' attached, said newspaper was- printed and published in the English language from its known office of publication within the County of Hennepin, State of Minnesota, on Thursday of each week in column and sheet form equivalent in space to 450 running inches of single column two inches wide; has been issued from a known office established in said place of publication equipped with skilled workmen and the necessary material for preparing and printing the same: THE EDINA- MORNINGSIDE COURIER has had in Its makeup not less than twenty -five percent of its news columns devoted to local news of interest to said community it purports to serve, the press work of which has been done in its said known place of publication; has contained general news, comments and miscellany; has not duplicated any other publication; has not been entire- ly made up of patents, plate matter and advertisements; has been circulated at and near its said place of publication to the extent of 240 copies regularly delivered to paying subscribers; has beeen entered as second class mail matter in local post office of its said place of publication; that there has been on file in the office of the County Auditor of said county the affidavit of a person) bav- Ing first hand knowledge of the facts constituting its qualification as a newspaper for publication of legal notices; and that its publishers have compiled with all demands of said County Auditor for proofs of its said qualification. That the printed--------- Ad v - e -r t i - s - eme li - - - - - t for - -B i d s__ ___ ____ ____ _______ ----------------- - - - ------------------------------------------------------------------------------------------ -hereto attached as a part hereof was cut from me columns of said newspaper; visa published therein In the English language once a week for_____ t W O________successive weeks; that it was first so published on the___ 3_1 s t -------- day of__ ___ _____ ____.111fLU 8J_aL_____- 19-(17..d thereafter on___ T h U r_s d y a-- _- _ - -_of each week to and Including the ----- I t IL_______ day of Feb r u a r y- - -_ -_. 19 5 7 ; and that the following is a copy of the lower case alphabet which Is acknowledged to have been the size and kind of type used in the publica- Ad v e r t i s e m e n t for Bids tlon or said --------------- ------------------- abedefghf j klm nopgrstuvwxyz - Publisher Subscribed and sworn to before me this__ 7th ------- day of - - -- F ¢ b- u a r y _ 1 7 - --- - - --- - - -- - - - - - -- - -- - nt , nn. 8.1 -9e -2M `My Commission expires June 15, 1962 THOMAS D. WILLIAMS I' 'Tic, Hennepin County, MM& My Commis3i(n Expires Juno ka, 1961 b (Official Pubhp,ctlsn): VILLAGE OF' EDINA HENNEPIN COUNTY,, ^MINNESOTA ADVERT-YSkMtNT4 FO1V BIDS.., . PUMP HOUSE NOTICE IS HEREBY GIVEN, that sealed 'bids will -be received - and-'apa_ tined in the- office of - the. Village Manager. In the Edina, V.11lage_ •Hall , 460r W: 50th 'Street, at 11:00 a.af.; Monday, February 11, -, 1957. . ' �1 '. The Edina - Village Council-,'' will meet --at 7:30 p.m: on Monday. Feb- ruary ,11,, 1957,_ to +consliler said bids, ,being for the _ following: ' One ptimp_ house to > u hose prey -., `ent Well- No. 7. and pump near. ;Sherwood Road,_ Downing Street p i and Hlghway :169 -, : 1- Work must,.be- None`gs described inplans- and '-specifications on file. in` the office of ;the Village', Clerk. Plans slid- specific lions ere available 4rom`, the ' Village, Engine&`Tor offices Iof' the,_Banieter Engineering,Com= pang Of-8t" for-.& - .deposit ;:of 110.00,. which' deposit will be refund -' ed ;to ,actual "bidders upon= return of said plans?and•s eclficatlons: No bids will be considefEd', unless sealed and Piled` =with `,undeiTsigned :before 11:00 Monday: February... il, ,1957, ac- companied 116., cash,+depeeft, bid bond ,or.;certified .check payable to the VII-, -1 " Clerk in'1¢n amount of at least' ten j107 per, cent of amount -- of base" bid. , . The Council reserves the right to reject, any. or - all- bids. BY, THE ORDER OF THE VILLAGE COUNCIL GRETCHEN S. ALDEN— ! Village Clerk (Jan': 31 -Feb. 7) —EC AFFIDAVIT OF PUBLICATION .................................................... ............................... Edina- Morningside Courier Edina, Minnesota State of Minnesota SS County of Hennepin' JOHN E. TILTON, being duly sworn, on oath says: that he now is and during all the time herein- stated has been JOHN E. TILTON, the publisher - -_ -- -and printer ------ of the newspaper known as The Edina- Morningside Courier, and has full knowledge of the faces herein stated. That for more than one year immediately prior to the publication .therein of the printed _Ad- �t_f- icem�n_t__fQ�__iisls a -, - -- 1957 s- - --------------------------------------------------------------------------- hereto attached; said newspaper was printed and published In the English language from its known office of publication, within the County of Hennepin, State of Minnesota, on 'i'hursday of each week in column and sheet form equivalent in space to 450 running Inches of single column two inches wide; has been issued from a known office established in said place of publication equipped with skilled workmen and the necessary material for preparing and printing the same: THE EDINA- MORNINGSIDE COURIER has had In its makeup not less than twenty -five percent of its news columns, devoted to local news of interest to said community it purports to serve, the press work of which has been done in its said known place of publication; has contained gjeneral news, comments and miscellany; nas not duplicated any other publication; has not been entire- ly made up of patents, plate hatter and advertisements; has been circulated at and near its said place of publication to the extent of 240 copies regularly delivered to paying subscribers; has been entered as second class mail matter in local post office of its said place of publication; that there has been on file in the office of the County Auditor of said county the affidavit of a person hav- Ing first hand knowledge of the facts constituting its qualification as a newspaper for publication of legal notices; and that its publishers have compiles with all demands of said County Auditor for proofs of its said qualification. - - That the printed----- - - - -Ad er I Is- efazn- L __ _Qr___0 -1As- •------------------------------------------------------------------------------------------- hereto attached as a part hereof was out from the columns or said newspaper; was published therein in the English language once a week for ----- IJYY.O.- ------- successive weeks; that it was first so published on the ---- _I$t- - - - - -- -day of --------------- ------ 19_5.7 and thereafter on th1Lr_s _d_a4[---- - - - -of each week to and including the ----- :7- }- h -------- day of ------ F ¢_b r u 6 r Y______, 19.51; and that the following is a copy of the lower case alphabet which Is acknowledged to have been the size and kind of type used in the publica- tion of said --------------- $_QtiiPnf -- for - B i s________________------ abcdefghu klmn opgrstuvwxyz vim- �- -------------- �4 -- - -- - - - - -- - - -- - - -- - - -- - ---- Publisher Subscribed and sworn to before me this- _Z-ItfL ------ day of_______ 1, U -a-r 19. 7- - - - -- - -- - - - - - -- 9.1 -Se -aM My Commission expires June 15, 1962 ? 'I:ii:I:iS D. WILLIAMS r: Notary Public, Hennepin County, ibuL MY Commission €X&9Q JMM 16, (Official' Publiactlon) ? •VILLAGE OF' EDINA. HENNEPIN COUNTY,- MINNEBOTA %ADVERTISEMENT , tOR' BIDS! PUMP HOUSE NOTICE IS HEREBY .GIVEN,/ that sealed- bidi will be received and',op- ened -in the ` offlce' , of •-;the Village Manager in the',' Edina:1.- Village, `;Hall,, 4801 W. 50th Street, -`at 11:00 '.a.m.; Monday, February 11' 1957. The, Edina° • : Village Council:.` will meet at 7:30,' p -M-' on Monday, • `Feb Feb- ruary 11, 1957' to-'consider said bids, .being„ for ,the , following: t One pump, house to, house pres- ent Well No. 7 and pump near . stierwood'c Road, ,Downing Street. and Highway .169: Work - -must .be, ;done as described In plans � and, specifications , on file In the office "of' .the - Village Clerk. Plans'and- specifications are available from 'the ' Village -Engineer' or„ offices of " the . Banister Engineering - Com- pany -�of ' St.:Paul, for, a deposit„ of ;10.00, which'•deposlt_ will, be refund - ed? to actual 'bidders' upon return, of said plans and specifications. No bids will be considere5!':.unless sealed and diied--with 'undersigned before , 11:00 'a.m.' Monday', l February 11, 1957, ac- companied by,;cash deposit, bid bond or certified :cbe&k payable to the Vil- laBerClerk iu'Je:n,amount of at least ten:'(10g0) '� '•,cerit of amount of base' bid. , ' The Coun�il?`reserves the .- right - to retect any or ell ;bids. r" BY.THE',ORDER.OF THE VILLAGE COUNCIL GRETCHEN S: ALDEN. Village- _Clerk (Jan:' 31 -Feb. 7) —EC. (Official Publication) VILLAGE OF EDINA i%I!A1 1'IN CO UATI , C'. 1HDE-SUrA Edina 24, 1,f nn. ADVERTISEi;wiff FOR. BIDS INSURANCE NOTICE IS HEREBY GIVEN that sealed.bids will be received and opened in the office of the Village manager in the Edina Village Hall, 4801 11. 50th Street,at 11;00 A.M., Monday, February 119 1957 for Insurance. Full information regarding coverage w;.il be available at the Village Hall. Bids will not be accepted unless sealed, addressed to the Village Clerk and identified on envelope as Insurance Bids. The Councsl reserves the right to reject any or all bids. GRETCHEN S. ALDEN Village Clerk Please publish in Courier January 31 and February 79 1937. Please send us 2 Affidavits of Publication. Please send us 10 Clippings. k' FORM 2536Y2— Affidavit of Publication— Amendment of 1935. Miller -Davis Co., Minneapolis AFFIDAVIT OF PUBLICATION PUMPHOUSI —BIIns CLOSE FEB. 111 r Mate of Alinnegota, F.dinn, Dllnn. NOTICE IS HEREBY GIVEN that SS. sealed bids will be received and opened in the office of the Village Manager in County of- .- .-- FBIIIIeI pin .................. ........ ........... ..... . . .. . .. the Edina Village Hall, 4801 W. 50th Street, at 11:00 A.M., Monday, February 3 Lima being duly 11, 1957. The ]:dine Village Council will meet - sworn, ---` ..... " """"' - at 7:30 P.M. on Monday, February 11, 1957, to consider said bids, being for on oath says; that he now is,-and during all the times herein stated has been----------------------------------- the following: One Pump House to house present ...................... - .................................... .. ,�dvertising._C ark - Sher- Well No. 7 and pump near Sher- wood Road, Downing Street and Highway 169. the publisher ........ and printer ........ of the newspaper known as ........................... ........................... . ... 1Vork must be if done as described in e plans and specifications on file in the Construction-- Bu11eL n _ ............................. and has full knowledge of the office of the Village Clerk. Plans and specifications are available from the facts herein stated. Village Engineer or offices of the Ban- ister Engineering Company of St. Paul, That for more than one year immediately prior to the publication therein of the printed for a deposit of $10.00, which deposit will be refunded to actual bidders upon t...for...bids. return of said plans and specifications. ................. °................. ° °-- °...... - ............................ ..Wartizar No bids will be considered unless sealed hereto attached, said newspaper was printed and published in the English language from its and filed with undersigned before 11:00 A.M., Monday, February 11, 1957, ac- known office of publication within the .......................................................... ............. .................. ""' companied by cash deposit, bid bond or certified check payable to the Village t ..---.........of....... y 8anol the County of Cleric in an amount of at least ten (10 %) per cent of amount of base bid. .................. .......�t ............. .............................in Hennepin The Council reserves the right to re- jest any or all bids. „_ „_,,,, „•-�1 State Of Minnesota, On � iirsGiL�I ............................................................ BY THE ORDER OF THE' ....... .............................of each week in column and sheet form equivalent in ” " " "' "' " " " " " " "" VILLAGE COUNCIL GRETCHIN S. ALIEN, space to 450 running inches of single column two inches wide; has been isued from a known Village Clerk office established in said place of publication equipped with skilled workmen and the necessary material for preparing and printing the same; .................................................................................. Construction Bulletin - ---------------------------------------------------------- ------------------------- - - - - -- ------------------ - - - - -- --- ------------ - - -- - --- ------------- has had in its makeup not less than twenty -five per cent of its news columns devoted to local news of interest to said community it purports to serve, the press work of which has been done in its said known office of publication; has contained general news, comments and miscellany; has not duplicated any other publication; has not been entirely made up of patents, plate matter and advertisements; has been circulated at and near its said place of publication to the extent of 240 copies regularly delivered to paying subscribers; has been entered as second class mail matter in the local post office of its said place of publication; that there has been on file in the office of the County Auditor of said county the affidavit of a person having first hand knowledge of the facts constituting its qualification as a newspaper for publication of legal notices; and that its pub- lishers have complied with all demands of said County Auditor for proofs of its said qualification. That the printed ...... Advertisement --- for... bids----------------------------------------------------- .hereto attached as a part hereof was cut from the columns of said newspaper; was published therein in the English language once each week for -----------tW.O ------------------------------------------ --------------- successive weeks; that it was first so published on the ---------------------- ........... -31sti --------------- day of ---------------- JtM12,EL17............. 19.-57 and thereafter on.. Thnr aCLV.. -------------------------------------- of each week to and including the ...... 7th ... ---------- day of. ...... . ----------- FebZ11ai7-- .-- . - - - -- 1957 ----- ; and that the following is a copy of the lower case alphabet which is acknowledged to have been the size and kind of type used in the publication of said.. Ads .ertisoment..,f-or.- .bids- - - - --- �l abcdefghijklm.nopgrstuvwayz ,..! - °° .9 999 /. ..... - -... - -- -- -- -------- ------ Subscribed and sworn to,befgre me this .......7th -------- day of .:.. --------- February ------ 19 ---- 57- /_ li Notary Publ ic,----------•-------------------------------- -------------- -------- - - -- ---County, Minnesota. My commission expires ... .......... --......-----------..--------------- -------- -- ---------- - - - - -- - -- • Affidavit of Publication 'OF ----------------------- -------------------------_-- ---------------------------- ----- ---------------------------- ------------------------------------------ ---------------- ------ -- --------------------------------------------------------------------- ------ ------- MILLER-DAVIS COMPANY, MINNEAPOLIS FogM 2536JIi— Affidavit of Publication— Amendment of 1935. Miller -Davis Co., Minneapolis PUMPHOITSE —RIDS CLOSE] FF.11. 11 F.dinn. Minn. NOTICE IS HEREBY GIVEN that sealed bids will be received and opened in the office of the Village Manager in the Edina Village Hall, 4801 1i'. 50th Street, at 11:00 A.M., Monday, February 11, 1957. The Edina Village Council will meet at 7:30 P.M. on Monday, February 11, 195', to consider said bids, being for the following: One Pump House to house present Well No. 7 and pump near Sher- wood Road, Downing Street and Highway 169. Work must be done as described in plans and specifications on file in the office of the Village Clerk. Plans and specifications are available from the Village Engineer or offices of the Ban- ister Engineering Company of St. Paul, for a deposit of $10.00, which deposit will be refunded to actual bidders upon return of said plans and specifications. No bids will be considered unless sealed and filed with undersigned before 11:00 A.M., Monday, February 11, 1.957, ac- companied by cash deposit, bid bond or certified check payable to the Village Clerk in an amount of at least ten (10 %) per cent of amount of base bid. The Council reserves the right to re- ject any or all bids. BY THE' ORDER OF THE VILLAGE COUNCIL GRETCHEN S. ALD]EN, Village Clerk AFFIDAVIT OF PUBLICATION *tate of Alinnetota, sS. County of -- __HeWW17k -------- -- -- - - - - -- -------------------------------- S. j' ._...-- - - - -- being duly sworn, on oath says; that he now is, -and during all the times herein stated has been --------------------- ------- - --- - -- -- ------------- - - - - -- Adverbs -in... Clark.......................... - - the publisher ........ and printer ........ of the newspaper known as ........................... .......... ..................... Con. 0tfon._Builetin and has full knowledge of the ... facts herein stated. That for more than one year immediately prior to the publication therein of the printed Advertisement for bids ......-°----•--°--------------°----°--°--...-°-----------•--•--•----•---....-•-•----- -.............................. °-........... °.................... hereto attached, said newspaper was printed and published in the English language from its known office of publication within the ...........................................................•----- ----........................... C. ti+, Y ............ of. ... T' I21118aPOlfe ................. ............... ..............in the County of ...................... Hkme. lu......................................................................... State of Minnesota, on : ...... ... . d�y .................:..of each week in column and sheet form equivalent in space to 450 running inches of single column two inches wide; has been isued from a known office established in said place of publication equipped with skilled workmen and the necessary material for preparing and printing the same; ................................................... ............................... Construction Bulletin ------ --------------------------------•--------------•-------------------•-----....................................... ...........--------- ........... --- ...... ....------••------------------------------------------------------------•----------------------- •-------------- - - - - -- ------ ................. - -- - -- -- ...... has had in its makeup not less than twenty-five per cent of its news columns-devoted to local news of interest to said community it purports to serve, the press work of which has been done in its said known office of publication; has contained general news, comments and miscellany; has not duplicated any other publication; has not been entirely made up of patents, plate matter and advertisements; has been circulated at and near its said place of publication to the extent of 240 copies regularly delivered to paying subscribers; has been entered as second class mail matter in the local post office of its said place of publication; that there has been on file in the office of the County Auditor of said county the affidavit of a person having first hand knowledge of the facts constituting its qualification as a newspaper for publication of legal notices; and that its pub- lishers have complied with all demands of said C n�ty t�d�,'tor for proofs of its said qualification. That the printed -Advertisement for �lCl9 -------------------------------------------------- ------------ ---------- -- - --- --------- - - - - -- --- hereto attached as a part hereof was cut from the columns of said newspaper; was published therein in the English language once each week for ---------- WO---------------------------------------------------------- successive weeks; that it was first so published on the .......................... .. ..... A ti--- .--- . - - - -- -.day of - ---- --- -- - - --- an ------- - - - - -- 19,51- and thereafter on__Th r6.C1QV---....-...-------------------------------- of each week to and including the ...... th. ............. day of------------ - - - - -- F'eb1'41=1- _--- ..-- .195? - - - - -; and that the following is a copy of the lower case alphabet which is acknowledged to have been the size and kind of type used in the publication of said.Adne--------------------------------------------------- ement for bids --- --------------------------------- -------- _-------- ........ -- ------ ------- ------- - - -- -- ..................... .------------------------------------------ abcdefghijklmnopgrstuvwayz / Subscribed and sworn to befre me this ....... 7th -------- day of. .... ,- ------ february..-. _ig....517. --- _-- ---- --- -_- Notary Public . ..... .... ......... .... .. ............ County, Minnesota.. Mycommission -expires ......... .------- .................................. ................................... U. Affidavit of Publication OF MILLER -DAVIS COMPANY, MINNEAPOLIS February 11, 1957 MINUTES - TAKING OF BIDS Pursuant to "Advertisements for Bids ", published in Edina - Morningside Courier and Construction Bulletin on January 31 and February 7, 1957, sealed bids for a WELL, a PUMPHOUSE, and certain INSURANCE requirements were opened at 11:00 A.M. on Monday, February 11, 19571, in the Village Hall. Manager Hyde, Cleric .Alden, Finance Director Dalen and Consultant Banister represented the Village. Bidders' representatives were present to hear the bids read, said bids being as follows: PUMPHOUSE FOR WELL NO. 7 (Sherwood Road ) BASE BID -BRICK ALTERNATE -FRAME COMPLETION G.H. Lindwall, Minneapolis (8) $13,442.37 $12,955.48 May 31, 57 Farnsworth'Const. Co., Minneapolis (3) 99,900.00 80600.00 May 10, 57 Leaf Const. Co., Minneapolis (6) 109689.00 9,785.00 May 1, 57 Sigurd Johnson,,Edina (7) 12,128.00 10,809.00 May 1, 57 Lloyd D...Wick, Minneapolis (lj 99739°00 7,806.00 July 15, 57 Karl Dedolph Const...Co.., St. Paul (4) 9,933.00 9,333.00 July 1, 57 Adams Construction Co.,_ Inc., Minneapolis (2) 9o853.00 89865.00 April 15, 57 H.N. Leighton Co., Minneapolis (5) 91,9 -89,760.00 April 189 57 Early Completion Date, WELL N0. 9 CONDITION NO. 1 (Without Screen) CONDITION NO. 1 (With Screen) CONDITION NO. 2 (Without Screen) CONDITION NO. 2 (With Screen) McCarthy Well Keys Well Bergerson- Drilling Co. Layne- Minnesota Drilling Co. Caswell $229596.50 $22,954.00 $20,720.00 $219195.00 $26,986.50 $270189.00 $24,990.00 $25,410.00 $23,856.50 $28,246.50 CONDITION NO. 3 (Without Screen) $31,926.50 CONDITION NO. 3 (With Screen) $389016.50 $24,271.50 $21,775.00 $28,506.50 $269045.00 $329649.00 $299993.00 $38,899.50 $35,983.00 $22,300.00 $26,515.00 $30,905.00 $37,085.00 CONDITION NO. 4 (Without Screen) $35,874.00 $34,879.00 $309720.00 $299935.00 CONDITION NO. 4 (With Screen) $41,554.00 $409339.00 $36,180.00 $35,395.00 INSURANCE - Insurance bids were received from the following, but because of complexity of bids they were not tabulated: Charles W. Sexton Company, Minneapolis Fritzel Agency, Edina Employers Mutual Casualty Company, Minneapolis Curt Johnson, Edina Snyder- Kohler Agency, Minneapolis Mutual Service Agency, St. Paul 4retcchen S. Alden Village Clerk �lae. February 11, 1957 Honorable Village Council Edina, Minnesota Gentlemen: The undersigned, being familiar with your local conditions, and having made all necessary field investigations, and being familiar with all other factors affect- ing the conditions and costs for the project, hereby proposes to furnish all labor materials, equipment, tools, skills, and all else necessary to completely construct the Pump House-upon which we are bidding in accordance with the plans and specifi- ations prepared.bor the work by the Bannister Engineering Company, 1549 University Avenue, St. Paul 4, Minnesota, and on file in the office of your Village Manager, dated January 28, 1957, as follows: BASE BID General Contract One Complete Brick Pump House - for the lump sum of Nine Thousand Eight Hundred Fifty Three Dollars $9.853.00 ALTERNATE BID General Contract One Complete Frame Pump House - for the lump sum of Eight Thousand Eight Hundred Sixty Five Dollars $8.865.00 In preparing our.bid the following unit prices have been used and shall apply for any changes encountered: Dry excavation $ 5.00 cu. yd . Footing concrete (Intl. forms) 35.00. /cu. INDUSTRIAL CONSTRUCTION CO., INC. CMMERC AL ADAMS 35.00 /cu. EDENTIAL ROBUILDING Reinforcing steel .15 /lb. BUILDING CONTRACTORS REMODELING PAINTING 2837 GIRARD AVENUE SOUTH MINNEAPOLIS 8, MINN. PROPOSAL FOR PUMP. HOUSE (For We l i No. 7 ) EDINA. MMESOTA February 11, 1957 Honorable Village Council Edina, Minnesota Gentlemen: The undersigned, being familiar with your local conditions, and having made all necessary field investigations, and being familiar with all other factors affect- ing the conditions and costs for the project, hereby proposes to furnish all labor materials, equipment, tools, skills, and all else necessary to completely construct the Pump House-upon which we are bidding in accordance with the plans and specifi- ations prepared.bor the work by the Bannister Engineering Company, 1549 University Avenue, St. Paul 4, Minnesota, and on file in the office of your Village Manager, dated January 28, 1957, as follows: BASE BID General Contract One Complete Brick Pump House - for the lump sum of Nine Thousand Eight Hundred Fifty Three Dollars $9.853.00 ALTERNATE BID General Contract One Complete Frame Pump House - for the lump sum of Eight Thousand Eight Hundred Sixty Five Dollars $8.865.00 In preparing our.bid the following unit prices have been used and shall apply for any changes encountered: Dry excavation $ 5.00 cu. yd . Footing concrete (Intl. forms) 35.00. /cu. yd. Wall concrete (Intl, forms) 40.00 /cu. yd Slab concrete (Intl. forms) 35.00 /cu. yd Reinforcing steel .15 /lb. yam'- � -� •' If awarded this contract, we agree to start work according to the following schedule and to complete work according to the following schedule: START WORK COMPLETE WORK Base Bid - Brick Pump House February 15 April 15 Alternate Bid - Frame Pump House February 15 April 15 Accompanying this bid is a bidders bond in the amount of Ten Per Cent of Amount Bid in Dollars, which is at least 10% of the amount of our bid made payable to the Village of-Edina, Minnesota, and the same is subject to forfeiture in the went of default on the part of the undersigned or failure on the part of the undersigned to exdcute the prescribed contract and bond within fifteen (15) days after its submittal to us. . In submitting this bid it is understood that the Village'retains the right to reject any and all bids and to waive irregularities and informalitibs therein and to award the contract to'the best interests of the Village. In submitting this bid it is understood that the payments will be by cash or check. It is understood that bids may not be withdrawn for a period of thirty (30) days after the date and time set for the opening of bids. It is understood that the Village Council reserves the right to retain the certified check or bond of the three lowest bidders as determined by the Village Council for a period not to exceed thirty (30) days after the date set for the opening of bids. REMARKS: Bid is based on starting the job right away. If construction is started when frost is out of the ground, DEDUCT $200.00. If "Alwintite" aluminum horizontal sliding windows are substituted for those specified, DEDUCT $200.00. Above bids' are based on the concrete floors being installed after the frost is out of.the ground. Respectfully submitted, ADAMS CONSTRUCTION CO., INC. (A Corporation) i ti George M. Kelly President BID -OR- PROPOSAL CONTRACT DEPARTMENT MARYLAND CASUALTY COMPANY OF BALTIMORE Know all Men by these Presents! That ADAMS ..CONSTRUCTION CO.,..INC.. 2837 Girard Avenue South, Minneapolis, Minnesota (hereinafter called the PRINCIPAL) and the MARYLAND CASUALTY COMPANY, a corporation created and existing under the laws of the State of Maryland, and whose principal office is located in Baltimore City, Maryland, (hereinafter called the SURETY) are held and firmly bound unto. VIj, ..... GE ... OF..EDINA......MINNESOTA ....... ......................... - -_... _.................. ........................__..... ............... - ................. -- ........................._ ........(hereinafter called the OBLIGEE) in the full and just sum of.... Ten.... per. -. Cent.,, of... amount. - bid_ in --- - - - - -- _(1096 of bid) ----- Dollars .. .... ............................... 1 good and lawful money of the United States of America, to the payment of which said sum of money, well and truly to be made and done, the said PRINCIPAL binds himself, his heirs, executors, administrators, successors and assigns, and the said SURETY binds itself, its successors and assigns, jointly and severally, firmly by these presents. Signed, sealed and dated this ..._.. 11th ........... . . .. ............day of............. February ............. - .................................... , A. D., 19.._57 The conditions of this obligation are such, that if any awards made, within sixty (60) days from the date of this instrument, by said OBLIGEE to the above bounded PRINCIPAL under a public invitation for .............................. ..... ..................................... general ...cons.truet.fon,_._.Pump House, Village of Edina, Minnesota .. . .................................. ............................... ... ............................... .................................................... ............................... ......................................................................................... ............................... ............. ............................... ........................... ............................... .. ....................... .................. . . . . .. . ....................................................... ............................... ............................ . .. ............. ................... ............ shall be accepted by said PRINCIPAL and said PRINCIPAL shall enter into a contract for the completion of said work, and give Bond with the MARYLAND CASUALTY COMPANY, as surety, or with other surety or sureties to be approved by the OBLIGEE for the ,faithful performance thereof, then this obligation shall be null and void; otherwise to remain in full force and effect. PROVIDED: First:--That the liability of the SURETY shall in no event exceed the penalty of this bond. Second : That any suits at law or proceedings in equity brought or to be brought against said SURETY to recover any-claim hereunder, must be instituted within six (6) months from the date of this instrument. ADAMS CONSTRUCTION NCO. Ili . [SEAL] ............ EAL I ............... ............ . .... _. - ....................... . ................. - ISEAL1 . - .............. .... ... _........_.... .... ........... °- .. ..............- ................ -. SEAL Principal. M7/:;D. COMPANY, - -.... ... .. . ................ ................ ............... .................... . ..... Cont. 12021. •• "••. Chandler Attorney -in -Fact. 4L4 No. Maryland Casualty Company BID BOND ON BEHALF OF Principal IN FAVOR OF ....... .......... _ ............................................................... ............................... Obligee STATE OF MINNESOTA I COUNTY OF Hennepin SS. On this ............. 11Lh .........day of..... ....................... February......................................... ............................... A. D., 19.....`�?T, before me appeared ...................... J °D °Chandler .................................................................._..... .............................., to me Personally known, who, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . .... . ........................................... . . . .. _ ................... . . . . . . . . . . . . . . . . . . . . . . . . . . being by me duly sworn, did say that he is the Attorney -in -Fact of Maryland Casualty Company, the above named Corporation which executed the foregoing bond as surety; that the seal affixed to the foregoing instrument is the corporate seal of said Cor- poration; that said instrument was executed in behalf of said Corporation, by authority of a power of attorney granted pursu- ant to Section 13 of Article IV of the By -Laws of said Corporation, and said ...................... D. Chand. l.P ............................,,,,,,,,,,,,,,......,,,..,., ........................................... ............................... ...................acknowledged said instrument to be the free act and deed ot said Corpora ' n. ................ .....7- ...G�!................_ Notary Public, County of .............................r. ...... ,............................................. State of Minnesota MARY LAN LIVEN My commission expires Notary Public, Hennepin County,'Minn. My Commission Expires : 12 -1959 CERTIFIED COPY Know all Men by these Presents: That MARYLAND CASUALTY COMPANY, a corporation created by and existing under the laws of the State of Maryland, of Baltimore City, Maryland, in pur- suance of the authority set forth in Section 12 of Article V of its By -laws, from which the following is a true extract, and which Section has not been amended nor rescinded: "The Chairman of the Board and President or. any Vice - President may, by written instrument under the attested corporate seal, appoint attorneys -in -fact with authority to execute bonds, policies, recogni- zances, stipulations, undertakings, or other like instruments on behalf of the Corporation, and may authorize any officer or any such attorney -in -fact to affix the corporate seal thereto; and may with or without cause modify or revoke any such appointment or authority," does hereby nominate, constitute and ...........................................................................................................................................-.....------.........................._.....---...---...--------------.............................----------............... ..------------ ...------ ..._.... of................. .............................. State of ----. ............_.................. > -! ....... ...........................its Attorney -in -Fact iFty3r . . • . to make, execute, seal, and deliver on its behalf as Surety, and as its - act an deed, any and all bonds, recognizances, stipulations, undertakings, and other like instruments. Such bonds, recognizances, stipulations, undertakings, or other like instruments shall be binding upon said Company as fully and to all intents and purposes as if such' instruments had been duly executed and acknowledged and delivered by the authorized officers of the Company when duly executed by One or the A0 in Gk; In Witness Whereof, MARYLAND CASUALTY COMPANY has caused these presents to be exe- cuted in its name and on its behalf and its Corporate Seal to be hereunto affixed and attested by its officers there- unto duly authorized, this ............. .............................16 . -........................day of ..... _..................... : .......... h ............2 1956-, at Baltimore City, Maryland. . ATTEST: (CORPORATE SEAL) MARYLAND CASUALTY COMPANY ( Signed) ........................................ Il ... 0 ......................................... By (Signed). ..................... Assistant Secretary. Vice President. STATE OF MARYLAND ss. BALTIMORE CITY J On this ........................... .... .......................day of.......... ............................... lgb........... A. D., 1�....., before the subscriber, a Notary Public of the `State of Maryland, in and for Baltimore City, duly commissioned and qualified, came ........................ o> $ - 1 ................. ............................... Vice - President and........ ............................... _.......Assistant Secretary, of MARYLAND CASUALTY COMPANY, to me personally known, and known to be the officers described in, and who executed the preceding instrument; and they each acknowledged the execution of the same; and, being by me duly sworn, they severally and each for himself deposed and said that they respectively hold the offices in said Corporation as indicated, that the Seal affixed to the preceding instrument is the Corporate Seal of said Corporation, and that the said Corporate Seal, and their signatures as such officers, were duly affixed and subscribed to the said instrument pursuant to all due corporate authorization. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Official Seal, at Baltimore City, the day and year first above written. (NOTARIAL SEAL) (Signed) .............. C2 ! t... .... $ V ....... _ ..... _ ............... ... Notary Public. My commission expires May .................... ! ! .............................. CERTIFICATE I, an Assistant Secretary of the Maryland Casualty Company, do hereby certify that I have compared the aforesaid copy of the Power of Attorney with the original now on file among the records of the Home Office of the Company and in my custody, and that the same is a full, true and correct copy,_ and that the Power of Attorney has not been revoked, amended or abridged, and is now in full force and effect. Given under my hand as Assistant Secretary, and the Seal of the Company, at Baltimore City, Md., is ..........11th.........day of ........ February .................................. .............................A. D., 19..57.. ................................................................ ._...,,........................ Assistant Secre. ry. 16007. Rev. 4-54. P";e'FO •LL�'�? Q i. 1';ATER SUPPLY WELL NO. 9 CONTRACT FOR .LOCAL IlP'ROVENENT THIS AGRM4ENT, entered into this 11th day of February 11 1'�7_, between the Village of Edina, a municipal corporation, existing under the laws of the State of Minnesota, hereinafter referred to as the Municipality, Party of the First'Part, and KEYS WELL DRILLING CO. of 413 No. Lexington Ave., St. Paul, Minnesota hereinafter called the Contractor, .}'arty of the Second Part, 1,1ITNESSETH: yrticle 1. The Contractor, for and in consideration of the payment or payments, herein specified, and by the Municipality to be made, hereby covenants and agrees to furnish all materials, all necessary tools and equip- ment, and to do and perform all the work and labor necessary for 0=XVffP20WMGM CONSTRUCTION,OF EDINA WATER SUPPLY WELL NO. 9, ON CONDITION NO. THREE (WITHOUT SCREEN), AS.PER PROPOSAL FILED WITH VILLAGE OF EDINA ON FEBRUARY 11, 1957, AND in strict conformity with the plans and specifications and general contract conditions prepared therefor, which are now on file in the effice of the clerk of said Municipality. Said plans, specifications and general contract conditions are hereby referred to and made a part of this contract to the same extent as is 1�erein set forth, and the same, together with this contract, are herein referred to as the Contract Documents. %rticle 2. The Contractor agrees to commence said work as herein provided for at the earliest practicable date and in any event not later than FIVE DAYS AFTER RECEIPT OF 1,11RITTEN ORDER FROM THE VILLAGE and to prosecute the same diligently and without delay, and to have the work entirely completed in every respect to the satisfaction and approval of the engineer, VdITHIN EIGHTY DAYS THEREAFTER. Article 3. The Contractor further agrees to make, execute and deliver to the Municipality a bond executed by himself and a surety company approved by the Council of the Municipality, in the sum of TI'1ENTY -NINE THOUSAND NINE HUNDRED AND NINETY -THREE AND N01100 Dollars (s29,993.00 .).,.for the use of said Municipality and of all persons doing.work or furnishing skill, tools, machinery or materials under or for the purpose of this contract, to secure the faithful performance of this contract by said Contractor and to be conditioned as required by Sec. 4535 of the Revised Laws of Minnesota for 1905, as amended, and this contract shall not become effective until said bond has been received and approved by the Council of the Municipality. Article 4. In consideration of the covenants and agreements stated above, the Municipality agrees to pay the Contractor the sum mentioned in the proposal or bid of said contractor, which is made a part of this contract and attached hereto: Installment payments, if any, on account of work done and the materials furnished by said contractor under this contract and actually in place in said improvement, shall be made in accordance with the provisions of the general contract conditions and final payment therefor shall be due and payable on or before thirty days after receipt by the Council of the Municipal- ity of a certificate by the engineer that the work has been fully completed and this contract fully performed by the contractor and the opinion of the Municipal- ity's attorney that the Municipality is then obligated to pay the sum contracted for herein. IN WITNESS WHMBOF, First Party hereto has caused these presents to be signed in its behalf by its duly authorized officers and its corporate seal to be hereunto affixed, and Second Party has caused its duly authorized officers to sign same in its behalf. VI WITNESSED BY: BY BY WITNESSED BY: KEYS WELL DRILLING COMPANY Contractor i n nern *rn � 7 71 I � 7 . . — ..,,.... ......... ..__ . , - �., . - W i - ! --r- !. avow all Men h11 C, 4por rr nts, Tut we, ..... --r- KEYS DRILLING CO.,, l�1 North Lexington Avenue, St. Paul, Minnesota ........................................................................................................................................:.............:.:.: ............................ .................................................... as principal...... a"...q BOARD SURETY COMPANY, a New York corporation, with Pri qc pal office at 100 William Street, New York 38, New York, ..................................................................................................................................................................................................................... ............................... as sureties, hereby acknowledge and recognize ourselves held and firmly bound to ..................... ............................... VILLAGE OF EDINA, a Municipal Corporation,, .....................................................................:..................................................................................................................................................... ............................... ..............Edina.,.... innesota State of .Minnesota, obligee, in the sum of ......................... ............................... TWENTY -NINE THOUSAND, NINE HUNDRED NINETY -THREE AND N01100 (029,993.00) ....................................................................................................................................................................................................... ............................... Dollars, lawful money of the United States to be paid to said obligee for its use and the use of all persons and corporations doing work or furnishing skill, tools, machinery, materials, insurance, equipment or supplies for, any camp maintained for the keeping of men and animals engaged under, or for the purpose of, the contract hereinafter referred to and described, ...... its ...... .........................heirs, legal representatives, successors and assigns, for which payment well and truly to be made we bind ourselves, our respective heirs and legal representatives, jointly and severally, firmly by these presents: THE CONDITIONS OF THIS OBLIG.ITIO.N' .qRE SUCH; That whereas said principal...... has......... Construction of Edina Taster Su-PP1 .,,in( J entered into: a contract with said obligee for ......................... .. . . No: 9; "on Condition No. Three (without screen) as per agreement dated February 11th, 1957• NOW THEREFORE, If said principal shall perform and complete said contract according to its terms; shall pay, as they become due, all just claims for such work, tools, machinery, skill, materials, insurance premiums, equipment and supplies, for the completion of said contract in accordance with its terms, ,including equipment and supplies for any camp maintained for feeding and keeping of men and animals for the performance of said contract; shall save said obligee......... harmless from all costs and charges that may accrue on account of the doing of said work specified in said contract and for enforcing the terms, o f this bond in all actions which may be brou, sht thereon and successfully maintained, inelud- WL� reasonable attorneys' fees; shall comply with all laws appertaining to said contract and said work; shall, in case the contract price specified in said contract shall for . any reason be increased, furnish an additional bond%n the sum at least, of such increase with -i.n ten days after demand therefor in writing from said obligee......; and shall pay all costs and disbursements, Including reasonable attorneys' fees, in any and all actions which shall be successfully maintained for the enforcing of the terms of this bond; then this obligation shall become void; otherwise it shall be and remain of full force and effect. IN. WITNESS WHEREOF, We have hereunto set our hands this ...... 11th ............................ ............................... day of ........ February ................... ............................... 19..5.7... KEYS WE L DRI LING CO. Inpresence of: B - ... ............... ... ................ ...........:.............. S=EABOARD SURETY COMPAN ...... (As to M-1: n .-pal) ....� .......................... By °.... ?�-�.. ............. ............................... _!�.. ..._. .. .. �._ Atto rney -in Fact............_ ............................... (As to Sure...) ._ . - INDIVIDUAL ACKNOWLEDGMENT Otate of 01innegotalp County of ...... 'RAMSEY, ..................................................................... - On this ....... llth February: ....................................................................... (lay, ol ............................................................................. 119 ..... �711_b`efo e'mol,` personallyappeared .............. 1...41. 1� ............... ... ............ ............................................................................................................... ............................................................... ......... ....... * ....................................... to me known to be the person...... described in and who executed the foregoing bond, and acknowledged that ...... he ..... executed the same as ........... his ...............free act'hnd deed. lffinv% . ...... .. ........................... 2.1, ................... G ......... ....... ...................................... 9�7� .......... County, Minn. _nsel 'Votary Public, .......... _- first Dec ar .5c elk My commission expires ..................................................... ..... .... JUSTIFICATION. FOR PERSONAL SURETIES 6tate. of Anneotat Countyof ............................................................................. ...................... ................................................. . .. .. ...... * . .. ......... . ... ............ .. being duty sworn, on oath each for himself says; that he is a resident and freeholder of the State of Minnesota; that he justifies on the foregoing bond in the sum below set opposite his name; that he is worth said sum above his debts and liabilities and exclusive of his property exempt from execution to-wit: Said....................................................................................... in the sum of ............................................................................... ................... Dollars Said...................................................................................... in the sum Of ................................................................................................... Dollars Subscribed and Sworn to Before Me this ........................ dayof ....................................................................................... 1 19............ ................................................................................................................. ......................................................................................................................... ................................................................................................................. Notary, Public, ..................................................................... County, Minnesota. .................................................................................................................. My commission expires ..................................................................... ACKNOWLEDGMENT OF CORPORATE SURETY 11 th ..day of.... February ..................... 19 ... 57 estate of ... X1NNX5Q.TA ..................... On this..... ................................... ................................ ......... Ss. RAMS.EY ............. 'e me appeared........ T. C. Field, III County Of ...... ... ...... ... ... ................ before ....................................... . ................................................................ to -me personally known, who, being by me duty sworn, did say that ............ he ........ is ....................... ......................the...... A ttorn ey-in-F a c t ........................... .................................................................................................................. : ........................................................................................................... Of ......... S .... e ... a.b.o.a.r.d ... S.0 e.t C.onp ... .. .. ... .... .... ... r ... ... p.ny ....................................................................................................................... I a corporation, that the seal affixed to the foregoing instrument is the corporate seat of said corporation, ..... ..................:1........... and that said instrument was executed in behalf of said. corporation by authority of its Board of Directors C. Fiel 1.1.1 . .............. . . . ..................................................... ; and that said .......`r. T.i! ........ I .................... A *1 ... 1-1-1-1 ... *11 ...... ........ ........ ackmwleqged said instrument to be' the free act and deed of said corporation . . .................... ), .............. . ............................ .............................................. �q Dec- aVotary Public ....................................................... 'fes t4 r"01 My commission expires ........................................................................................................ 0 40 0 < 0 0 0 k� g 0 4Q 3 z 4 C1Q Alk W. . Certified Copy Farm 147 Rev. 1953 SF-A]BoARD SURF --rY C®NII?1NY No. 3288 HOME OFr-ICE 100 WMIALA r STREET,NEwYoP.K 38,N.Y. owrr of Atinrurg Xnam all ern hu thror lirrorn#g: That SEABOARD SURETY COMPANY, a corporation of the State of New York, has made, cynstituted and appointed and by these presents does make, constitute and appoint T. C. Field, III or Litton E. S. Field or A. M. An vik of St. Paul, Minnesota its true and lawful Attorney -in -Fact, to make, execute and deliver, on its behalf as Surety, bonds, under- takings and other obligatory instruments of similar nature as follows: Without Limitations. Such bonds, undertakings and obligatory instruments for said purposes, when duly executed by the afore- said Attorney -in -Fact, shall be binding upon the said Company as fully and to the same extent as if such bonds, undertakings and obligatory instruments were signed by the duly authorized officers of the Company and sealed with its corporate seal; and -all the acts of said Attorney -in -Fact, pursuant to' the authority hereby given, are hereby ratified and confirmed. This appointment is made pursuant to the following By -Laws which were duly adopted by the Board of Directors of the said Company on December bth, 1927, and are still in full force and effect: ARTICLE XI. Paragraph 6: "Attorneys -in -Fact, Departmental Managers, Branch Managers, Agents, Clerks, and other employees may be appointed or engaged by the President or a Vice - President, subject to the control of the Directors, upon such terns and with such powers and duties as he may prescribe." Article XVII, Paragraph I. "All policies, bonds, recognizauces, stipulations and all underwriting undertakings shall be valid: (a) When signed by the President, or the First Vice - President, or a Vice - President, or a Resident Vice - President, or a Departmental Manager and the Secretary, or an Assistant Secretary, or a Resident Assistant Secretary, or other duly authorized official or agent of the Company, and when sealed with the seal of the Company where required by law; or (b) When executed by an Attorney -in- Fact." Itt Wintas W4ered, SEABOARD SURETY COMPANY has caused these presents to be signed by its Vice - President, and its corporate seal to be hereunto affixed and duly attested by its Assistant Sec- retary, this ............ 16.th........day of............ 14APAry .............................. ............................... 19.5.3.... Attest: SEABOARD SURETY CONIPANY, By (Seal) Lillian Miller G. B. Sla�ttengren . ......................................................... ............................... ........................ .... .........................._.... .. ............................... Assistant Secretary Vice - President STATE OF NEW YORK COUNTY OF NEW YORK ss.. On this ......_.16.th.......... day of ........................ Ja. nuar. Y............................................................... 19....53 before me personally appeared ...................................... .....-.......r ?....... B..... Slattengre. n ................_.......... -... ................Vice - President of SEABOARD SURETY COMPANY, with whom I am personallV acquainted, who, being by me duly sworn, said that he resides in the State of .................... New ....York ................. ; that he is Vice - President of SEABOARD SURETY COMPANY, the corporation described in-and which executed the foregoing instrument; that lie knows the corporate seal of the said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said Compz:ny; and that he signed his name thereto as Vice - President of said Company by like authurity. BETTY C. RODE NOTARY PUBLIC, State of New Yolk No. 03- 8611400 (Seal) Qualified in Bronx County Betty ..... C........ Rode ...................................... Certs. filed in the following offides Co. Clk: Bronx, N. Y., & Westchester Notary Public STATE OF NEW YORK Register: Bronx & New York COUNTY gy • Commission Expires March 30, 1954 OF NEW YORK I, - G.. ..... S.. ..... Oldf. i. eld., .................................... .................................................................................... ....._......................... .....:....................Asst. Secretary of SEABOARD SURETY COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a power of attorney executed by said SEABOARD SURETY COMPANY, which is still in full force and effect. Itt 10tfnitJts9 ?54erent. I have signed this certificate at New York, New York, this...1 -lth .day of .............. _..7 -e brnw.... -Y ....................................... ............................... 19...........57* //Hine# OgURE?, 19 2 7 Jytt,. 9rF OF NE's+ p11 /1111611 [rA11Y • .iJ • COPY FOR CERTI_F,ICATE__OF-IN'SURANCE TMsINSURen EMPLOYERS MUTUAL LIABIEHY INSURANCE COMPANY OF WLSCON,%N EMPLOYERS MUTUAL FIRE INSURANCE COMPANY HOME OFFICE: WAUSAU, WISCONSIN This is to certify that such insurance policies as indicated below by policy number and hazards cover- ed, as indicated by W, written on forms in current use by the company, have been issued. i Name NOTICE TO POLICYHOLDER _ of insured Keys Well Drilling Company Address Stanley W. Keys, Wesley C. Keys ' town, stoma ett) t and George a • Keys, Partners 47,3 N. Lexington Ave. St. Paul 4a Minnesota • If have entered into a oombed wherein you have agre- ed to proteot others for Jaime on a000unt of aocidents re- fimm our aftiea� Is additional i th� be � emmirY to pwperly protest you. Kind of Coverage Expiration Date Policy Number Limits of Liability --►Workmens Compensation including Bodily Injury Property Damage — Occupational Disease 2-1-518 0318 -00 Each Person Each Accident Aggregate Each Accident Aggregate Public Liability ( ) Prem. & Oper. ( ) Elevator ( ) Ind Contractors ( ) Contractual ( ') Products Comprehensive General Liability Z6- 00-+2 100 Q00 200 000 501,000 100.0m Automobile 2 +1. 03W-02-022M - ( 2) Owned 3QQp0Q0 ($) Hired 3001,000 00 WO 250,000 ($) Nonowned 3000000 500-000 250.000 *Full coverage under workman's compensation law and as designated in endorsements and policy for coverage B. Special provisions- *Products- ExCludgd _________ - - - -__ _ ----------------------------------------------------------------------------------------------------------------- Location covered by policies listed in this certificate 1AJ M*R t&------------------------------------------------ - - - - -- I • Issued by: Employers Mutual Liability Insurance Issued Company of Wisconsin to: Employers Mutual Fire Insurance Company Villa g® of Ethos Date 2- 114-57 Edina, Minnesota P1aceSt. PaUh >; �% p Signed_ gpanyi�Representative Ay rized This Certificate is not a Policy or a Binder of Insurance _ � _ 02-56 15-52A February 14s 19$7 l We Well Drilling Co* 413 No. Lexington Ave, - St. Paul Minnesota Gentlemens lies Contract fox Edina We11 No. 9 We are enclosing herewith three copiers of contract awar4od you on February 11'ths for Edina Water Supply Well No. 9# One copy is for YOW Mete one'ie for your bonding company. dnd one should be completely executed and returned to us$ together with the requited performance bond "and insurance certificates. P16a6e consider this letter your official order to begin work within fire dayt after receipt hereof. Yours very truly, VILLACE OF EDINA 1 .Village Clerk gea February 11, 1957 MINUTES - TAKING OF BIDS Pursuant to "Advertisements for Bids ", published in Edina- Morningside Courier and Construction Bulletin on January 31 and February 7, 1957, sealed bids for a WELL, a PUMPHOUSE, and certain INSURANCE requirements were opened at 11:00 A.M. on Monday, February 11, 19579 in the Village Hall. Manager Hyde, Clerk- Alden, Finance Director Dalen and Consultant Banister represented the Village. Bidders' representatives were present to hear the bids read, said bids being as follows: . PUMPHOUSE FOR WELL N0. 7 (Sherwood Road ) BASE BID -BRICK ALTERNATE -FRAME COMPLETION G.H. Lindwall, Minneapolis (8) $13,442.37 $129955.48 May 31, 57 Farnsworth Const. Co., Minneapolis (3) 99900.00 85,600.00 May 10, 57 Leaf Const. Co., Minneapolis (6) 10,689.00 99785.00 May 1, 57 Sigurd Johnson,.Edina (7) 12,128.00 100809.00 May 1, 57 Lloyd D.. Wick, Minneapolis (1) 9,739.00 79806.00 July 15, 57 Karl Dedolph Const. Co.., St. Paul (4) 99933000, 9,333.00 July 1, 57 Adams Construction Co.,. Inc., Minneapolis (2) 9,85�3.00� 89865000 April 15, 57 H.N. Leighton Co., Minneapolis (5) 9,940.00 89760.00 April 18, 57 Early Completion Date WELL NO. 9 CONDITION NO. 1 (Without Screen) CONDITION NO. 1 (With Screen) CONDITION NO. 2 (Without Screen) CONDITION N0..2 (With Screen) CONDITION NO. 3 (Without Screen) CONDITION NO. 3 (With Screen) McCarthy Well Keys Well Bergerson- Drilling Co. Layne-Minnesota Drilling Co. Caswell $22,596.50 $26,986.50 $23,856.50 $28,246.50 $31,926.50 $38,016.50 $22,954.00 $27,1139.00 $24,271.50 $28,506..50 $32,649.00 $38,899.50 $20,720.00 $24,990.00 $21,775.00 $26,045.00 $29,993.00 $35,983.00 $21,195.00 $25,410.00 $22,300.00 $26,515.00 $30,905.00 $37,085.00 CONDITION NO. 4 (Without Screen) $35,874.00 $34,879.00 $309720.00 $299935.00 CONDITION NO. 4 (With Screen) $41,554.00 $40,339.00 $360180.00 $359395.00 INSURANCE - Insurance bids were received from the following, but because of complexity of bids they were not tabulated: Charles W. Sexton Company, Minneapolis Fritzel Agency, Edina Employers Mutual Casualty Company, Minneapolis Curt Johnson, Edina Snyder-Kohler Agency, Minneapolis Mutual Service Agency, St. Paul e then S. Alden Village Clerk r.� AFFIDAVIT OF PUBLICATION Edina- Morningside Courier Edina, Minnesota State of Minnesota County of Hennepin SS. JOHN E. TILTON, being duly sworn, on oath says: that he now is and during all the time herein- stated has been JOHN E. TILTON, the publisher------ -and printer______ of the newspaper known as The Edina- Morningslde Courier, and has full knowledge of the facts herein stated. That for more than one year immediately prior to the publication therein of the printed ,fed V e r t Ls eme n_t__ for -- B i d s ,!Xj� }_Qt__5 u_p _p_Lae_ Xe_Ll---____________- February 11, 1957.... hereto attached, said newspaper was printed and published in the English language from its known office of publication within the County of Hennepin, State of Minnesota, on 'Thursday of each week in column and sheet form equivalent in space to 450 running inches of single column two inches wide; has been issued from a known office established In said place of publication equipped with skilled workmen and the necessary material for preparing and printing the same: THE EDINA- MORNINGSIDE COURIER has had In its makeup not less than twenty -five percent of its news columns devoted to local news of interest to said community it purports to serve, the press work of which has been done in its said known place of publication; has contained gjeneral news, comments and miscellany; has not duplicated any other publication; has not been entire- ly made up of patents, plate matter and advertisements; has been circulated at and near its said place of publication to the extent of 240 copies regularly delivered to paying subscribers; has beeri entered as second class mail matter In local post office of its said place of publication; that there has been on file in the office of the County Auditor of said county the affidavit of a persoA hav- ing first hand knowledge of the facts constituting its qualification as a newspaper for publication of legal notices; and that its publishers have compilea with all demands of said County Auditor for proofs of Its said qualification. ` That the printed_____ Ad v e r t_i semen t __f_o r __Bids____________ _____ _______ hereto attaches -so --& Part hereof was cut from the columns of said newspaper; was published therein in the English language once a week for___ t W_O ---------- successive weeks; that[ It was first so published on the___ -- s t _______day of -------- Ld it a U f y_________ _ ___, 19_,J L and Thursday 7th thereafter on_______ ____________of each week to and including the__________________ day or ---------- F ¢ b r u_a ry 1957 ; and that the following is a copy of the lower case alphabet which Is acknowledged to have been the size and kind of type used in the publica- tion of said Ad v e r A i s e m e n t f o r B i d s ------------------------------------------------ abcdefghij klmnopgrstuvwxyz - - - - - -z . - - - - - -- ---------------------- Publisher Subscribed and sworn to before me this__ 7th ______day of____ _ 2 b r u a_r_y__ 7 5.1.56.1M My Commission expires June 15, 1962 THOMAS D. WILLIAMS Notary Public, Hennepin County, Minn_ My Commission Expires June 16, 1962. NOTE: BID AWARDED TO KEYS WELL DRILLING CO. ON CONDITION NO. 3 (WITHOUT SCREEN) AS OF FEBRUARY 11, 1957. (Official Pitbllcatfon) t i VILLAGE" OF EDINAt HENNEPIN COUNTY, MINNESOTA ADVERTISEMENT ' FOR` BIDS WATER ,SUPPLY, WE bII. ' NOTICE. IS "HEREBY GIVEN that sealed bids will be received and op- !ened in, the - office of We Village Manager 'in: the Edina Village' Hallo 4801 W. 50th, Street •: at - 11:09' a.m., Monday, February'. 11,- 1957.1 The Edina Village -Cotpicli. "' will s meet at 7:30 p.m`. ont Monday, Febru- ary 11, 1957, to consider said bids, being for the following :,, One. Water Supply,1Well (Well. No 8). Work' must be, done es described' {in 1plans and' specifications on file iln then' office of -,the Village - Clerk: Plans and specificatlons "ate' available from the Villager Engineer or offices -off the -Banister .,kEn.gineering, Comr pant', of St. Paul,':for a' deposit,'fof $10.00, which deposit',tvill'be refund= ed `to actual ; bidd'ers 'upon .return -of said plans • and, -specifications. ns. -:No bids will be consider`Ed• unleeIq�'`eppal -- ed and filed' witlil ;undersigned; before, 11':00 a.m. Monday; Tebruary 11; 1957, the ,Village Clerk in'an amount-of;at least, ten '(10 %o)• :peF 'cent of the amount of babe bld. `= The Council - reserves the ' right to reject, .any or all 'bids ' =, � ` ,,. BY THE` ORDER OF. TIiE, 1 .'VILLAGE COUNCIL r. GRETCHEN -S. ALDEN Vlllage ,Clerk -(j ,. 3l -F ,eb. 7) —EC ' AFFIDAVIT OF PUBLICATION Edina- Morningside Courier Edina, Minnesota State of Minnesota County, of Hennepin �SS' JOHN E. TILTON, being duly sworn, on oath says: that he now is and during all the time hlerein- stated has been JOHN E. TILTON, the publisher ------ and printer ------ of the newspaper known as The Edina- Morningside Courier, and has full knowledge of the facts herein stated. That for more than one year immediately prior to the publication therein of the printed -------- - - - - -- Feb uary-- l- l�_ I95_ Z«,-•---------------------------------------------------- hereto attached, said newspaper was printed and published in the English language from its known office of publication within the County of Hennepin, State of Minnesota, on 'Thursday of each week in column and sheet form equivalent in space to 450 running inches of single column two inches wide; has been Issued from a known office established in said place of publication equipped with skilled workmen and the necessary material for preparing and printing the same: THE E;DINA- MORNINGSIDE COURIER has had in its makeup not less than twenty -five percent of its news columns devoted to local news of interest to said community it purports to serve, the press work of which has been done in its said known place of publication; has contained gjeneral news, comments and miscellany; has not duplicated any other publication; has not been entire- ly made up of patents, plate matter and advertisements; has been circulated at and near Its said place of publication to the extent of 240 copies regularly delivered to paying subscribers; has been entered as second class mail matter in local post office of its said place of publication; that there has been on file in the office of the County Auditor of said county the affidavit of a persons hav- ing first hand knowledge of the facts constituting its qualification as a newspaper for publication of legal notices; and that its publishers have compiled with all demands of said County Auditor for proofs of its said qualification. That the printed ----- Ady exils-emen -f __LQI___Q1- d -t - --- -------------------------------------------------------------------------------------------- hereto attached as a part nereof was cut from tae columns of said newspaper; was published therein in the English language once a week for --- ta±a ---------- successive we that it was first so published on the -__ 315-t________day of_______ ja_n u i_r_v----------- -�1 -.f 1L9� and T h ttf S 6ia of each week to and including the ----- [-L-1J_ thereafter on___ -C - -- - - - - - ---------- a �f - - - - - -- day of ---------- ecb_C dI_y___, 195-7_; and that the following is a copy of the lower case alphabet which is acknowledged to have been the size and kind of type used in the publica= tion of said Adv_ ¢ r # i s eftle n t for (� ids --- - - - - -- ----------------------------------------- abcdefghiJkhnnopgrstuvwxyz / -- �--- -!!!V ---- - --- -- - - -- - Publisher Subscribed and sworn to before me this__I t_b- ______da __ F- ehr -u-9L - --- - - - -- - --- -- - -- - - - -- ar nne - My Commission expires June 15, 1962 THOMAS D. WILLIAMS Notary Public, Hennepin County, Min& My Commission Expires June 18. 196` & 5.1.5e•aM (Official' Publlcati6h).'• '; ..;:i. `,VILLAGE OF.,£DINA, .', - - HENNEPIN COUNTJt,;�MINNE§OTA.- ADVERTISEMENT,` FOR', BIDS- -WATER SUPPLY. WELL r .7 ' '' NOTICE, IS 'HEREBY' GIVEN" that, sealed bids, -will be received and.-op erred in' .the office. of. the Villages Manager In the Edina Village' Hall 4801 W. 50th: Street at 11:00 a.m >h Monday, February 11,'1957. -. C The Edina t Village Council will meet at.'7 30',P.niq on Monday, Febru -� ary::11, .1957„ •to consider said being ,for the` following:, ; One •Water Supply. Well (Well No. 8) -Work, -.must 'be, done as described In plans and specifications on file' In {the.•office,'of', the Village Clerk:' Plans and speoif +cations dre available krom the. Village Engineer or offices oft the.' Banister: -Engineering, Com- piny 'of ' St.' Paul; , for. a deposit ' of $10.00, which deposit will be refund= e& to actual^ bidders upon return of said plans '? and specifications. No bids . will' be corieidered unless seal - ed and - filed, wlth`uridersigned before. 11+:00 am: Monday." February 11, 1957, accompanied' by - cash deposit, bid bond _or,•,certified check payable to the•< Village Clerk In an amount of at 'least,. ten, (10%x) , per ° cent of the amount'of base bid." - :The' Council_- reserves . the right to reject -any'. br all•: `bids.• BY THE, ORDER OF THE VILLAGE +COUNCIL . GRETCHEN, -S. ALDEN Village' Clerk (,isn, 31t1?ep.'7) —EC ... (Official Publication) ILLAGE OF EDINA HENNEPIN COUNTY9 MINNESOTA ADVERTISEMENT FOR BIDS *' WATER SUPPLY WELL NOTICE IS HEREBY GIVEN that sealed bids will be received and opened in the office of the Village Manager in the Edina Village Hall, 4801 W.50th Street at 11:00 A.M., Monday, February 110.1957. The Edina Village Council will meet at 7 :30 P.M. on Monday, February 119 1957) to consider said bidst being for the followings One Water Supply Well (Well No. 9) Work must be done as described in plans and specifications on file in the office of the Village Clerk. Plans and specifications are available from the Village Engineer or offices of the Banister Engineering Company of St. - Paul, for a deposit of $10.009 which deposit will be refunded to actual bid- ders upon return of said plants and specifications. No bids will be considered unless sealed and filed with undersigned before 11 :00 A.M. Monday, February 119 _ 19579 accompanied by cash deposit, bid bond or certified check payable to the Village Clerk in an amount of at least ten .(106) per cent of th amount of base bid.. The Council% reserves the right to reject any or all bids. BY THE ORDER OF THE VILLAGE COUNCIL , GRETCHEN S. ALDEN Village Clerk Please,, Zish in Courier January 31 and February 79 19�7� Please us 2 Affidavits of Publication. Please". and us 10 Clippings. Ic k.. ' . EDINA, -MINN. WATER SUPPLY WELL BIDS CLOSE WEB. 119 1957 NOTICE IS HEREBY GIVEN that sealed bids will be received and'opened in the office of the Village Manager. in the Edina Village Hall, 4801'W. 50th Street, at 11:00 A.M.,.Monday February 11, 1957. - The Edina Village Council will meet at 7:30 P.M. on.Monday; February Ili 1957, (or at an earlier date,upon proper notification) to consider said bids, being for the following. One Water Supply Well (Well No. 9)r. Work must be done as described in,plans and specifications on file in the office of the Village Clerk. Plans and specifications are available from the - Village Engineer or officea'of` the Banister Engineering Company of St. Paul, for a-deposit of $10.00, which deposit wiil.be refunded to actual bid- ders upon return of said plans and specifications. No bids will be considered unless sealed and filed with undersigned before 11 :00 A.M. Monday, February.11,. 1957, accompanied by cash deposit, bid bond or certified check payable to the Village Clerk in.an amount of at least ten (10%) per cent'bf amount of base bid. ; The :-Council reserves the right to reject any or all bids.' BY THE ORDER OF THE !TILLAGE COUNCIL GRETCHEN S ALDEN,: Village Clerk ` Please publish in Construction Bulletin January 31 and February 7, 1957. Please send us 2 Affidavits -otPublication. Please send us 10 Clippings. FORM 2536 %2 —Affidavit of Publication— Amendment of 1935. Miller -Davis Co., Minneapolis AFFIDAVIT OF PUBLICATION WA'F`ER• SUPPLY WE'LL—BIDS Mate of Alinne0tat CLOSE FEB. 11 ss. Edina, Minn. NOTICE. IS HEREBY GIVEN that ' ileT*]1 in _______________________________ County of._______i_l_O_.._..... sealed bids will be received and opened in ___ the office of the Village Manager in the Edina Village Hall, 4801 W. 50th Street, S. LiIlna being duly sworn, at 11:00 A.M., Monday, February ---------------------------------- - - - - -' 1.1, 1957. The Edina Village Council will meet at 7:30 P.M. on Monday, February 11, on oath says; that he now is, -and during all the times herein stated has been,__ .............._____...___---- f1957, to consider said bids, being for the ollowing: � AdveT'ti sing.- Clerk.._- -._..- - ----- ------ - -- ----------------- -----------------_.----------------- One b'e'ater Supply Well (%'ell No. 9) Work must Zbe done as described in- the publisher ........ and printer ........ of the newspaper known a s ............ :....:........... .............................. plan s and specifications on file in the office of the Village Clerk. Constructl0n Bulletin .................. and has full'knowledge of the ..................................................... Plans and specifications are available from the Village Engineer or offices of the Ban - facts herein stated. ister Engineering Company of St. Paul, for a deposit of • $10.00, . which deposit That for more than one year immediately prior to the publication therein of the printed will be refunded to actual bidders upon Advertisement for bids return of said plans and specifications. No bids will be considered unless sealed and ilea ill b undersigned considered before ..............................................°°----------------°°....................---......--•---------...°-°---- -.........._......--- °--....... "' hereto attached, said newspaper was printed and published in the English language from its 11:ed A.M., Monday, February 11,. 1957, ac- companied by cash deposit, bid bond or known office of publication within the ................................................................. ............................... certified check payable Cleric to the Village in an amount of af.,least ten City Minneapolis in the County of of.................................................................. 10 %) per cent of amount of base bid. The Council reserves .............................................. ............... }jam Henne jn the right to re- jectany or all bias. ........ ............................... .............................................................. 1.............. State of Minnesota, on THE ORDER OF THE VILLAGE VILLAGE COUNCIL Thursda of each week in column and sheet form equivalent in ............ . °----.... .. GRETCHEN S. ALDEN, V „illa.ge clerk space to 450 running inches of single column two inches wide; has been isued from a known -- _I office established in said place of publication equipped with skilled workmen and the necessary material for preparing and printing the same; ..................... ............... : ............................................. Construation Bulletin ........................ --- ............................................................................... --•------------------- ......--------- - - - - -- .................................................. has had in its makeup not less than twenty -five per cent of its news columns devoted to local news of interest to said community it purports to serve, the press work of which has been done in tits said known office of publication; has contained general news, comments and miscellany; has not duplicated any other publication; has not been entirely made up of patents, plate matter and advertisements; has been circulated at and near its said place of publication to the extent of 240 copies regularly delivered to paying subscribers has been entered as second class mail matter in the local -post office of its said place of publication; that there has been on file in the office of the County Auditor of said county the affidavit of a person having first hand knowledge cf the facts constituting its qualification as a newspaper for publication of legal notices; and that its pub- lishers have complied with all demands of said County Auditor for proofs of its said qualification. That the printed ------ Xdvcrt.iment- _fords -------------------------------------------------------------- hereto attached as a part hereof was cut from the columns of said newspaper; was published therein in the English language once each week for.._.._._ t+WQ .....................:. .....______._.__..__...._...__. successive weeks; that it was first so published on the --------------------------------- 31st --------------- day of ---------------------- J.=a . -- - - - -.. 19--57. and thereafter. on. - - --- - of each week to and including the --------- 7th ---------- day of------- - - - - - -- - - - -- -- 4-brllarjf... - 19-- -5 ? - -; and that the following is a copy of the lower case alphabet which is acknowledged to have been the size and kind of type used in the publication of said ... Adve_Y'tlselllent --- f or--bids -------- .............................. ............. ................................ ---.....---------------------------------------------------------------------- abcdefghijklmnopgrstuvwayz ------------- °----'--------------- ---------- Subscribed and sworn to befo” a me thi.s... .... 7th ........ day of .......... __February ...... /9. 57 ___. Notary Public ...... So ..a..r..p .. .I.. u?by:.:i:c_ :, ..................................... •,-t *� , C ounty ' Minnesota. 13enric -p' . County A4iL, M y a5J" Affidavit of Publication OF MILLER -DAVIS COMPANY, MINNEAPOLIS - saszdxa uozsstututoo ti - •vlosauusN ',Ciunoj -- - ---- --- ------=- ----•-------- .- .- - ------ - - - - -•- ---'ozlgnd ,CsvloV ............... .. ... ........ 1$-61--- --- �EIU4Sa �------ fo ,Cvp- ------- -q+}L. ------ szyi a a o� jaq of usoms puv pagzsosgns --------------------------- ----- ---------------------------------------------------------------------------- —, /v tz,ig'nsnn3sJbdouu[lH[lq'.� ;a pog1: . ° .. . . .. . .. ............... -°------..... .- -......- -----...... °- -- -- °--- .............. -- ............-- .............. ............................................... gp ,rQ -- ... pzDs fo uozivrtlgnd ayl us pasn ad,Cl fo pusq puv ozzs ayl uaaq anvy of pApalmoulov st yozym lagvydpv am samol gill fo ,C409 v st 8uymo7Yoj ayl ivyl puD --- --.--- o ti - - ---- Buz n ouz puv o gam ova o 6rge f Dp -... uL azrl p 1 p l y 1 uo sa Data uv -------------------- - - - - -- - - - - -- -- - ------ - - -- --- - - - - -- B:xtuty - - -- it ill p L� 6r '------- 6zstttzEll. ------------------- o vp------------ - - ayi uo pays219n4f os isszf svm it lvyl 's gam antssaoons ----- -- .. ..... .... .. .... ............ ...................... 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IMNnoO a�v�-IIA axs ao zladuo alli, ka ............... u0 'DlOSBUUt�i o aiDiS .......................................................... d6�I —A 1 lq�l1 a splq lie Jo sul., j a[ -aa o q; sanlasal louno DLIJ -plq aseq o ti uno a i us,-* ...................... .............. °................ p ............ ....... . .. • --------- --- - S�jOCIEBLIti ���� 3o ;unoLuu. ;o luao dad (%aol) a.2% isl;al ;E Io ;unoluE us u[ Ja 'il.A aql 01 alquAvd joai a 31 10 ..........-°--°---°-- °------- °-- ° .................•• ............... "I utyizm uotlD9114nd f0 2.?90 umouy -Du 'L q plq ' ;'Ajuna ya Cq palula -INj V L -6I '[i R1Enlga,q '.fEpuoy�l "1II'V sit zoos a8vn8uD st 8u ayl us a St nd puv oluzsd svm sa4vdsm9u sys ' a aDliv olasa 1 1 y 1 g y P y 1q P P P. P y y pa[uasassaaunpa japi uoD q ;III pall put; I Palaplsuoo aq Ill ^L splq ON Q . �Q s�gaeali -suol ;Lagloads puE suuld plus ;o u1n;aJ uodn saaPPlq [En;oE o; papunlal aq [II,%% paluzsd ayl fo utasayl uotivotignd oyl of sozsd dlalvtpautusz sva,C auo uvyl asout sof ivyl ;[so(lap g0[gm '00'OT$ 30 ;isodep E 1oi 'Inud IS ao AuudtuoZ) .�u[Jaau,2u`[ dais! -uEg aq; ;o saou;o 10 Ja9u[2ua a2ulliA •palvls utasay slovf oq; moJ; alquIjUAV aa1; suol;EOylaads ay7 fo a8palmout1.11nj SDy puv ...................CiTt� CEO 'ijtlai M ..... ry r� u put; suuld •3119[0 a9EIIIA aq1 to aou;o aql ul 919 uo suo[;Eayloads puE suElcl .............. . . . .. . . . . .. ........... . - - -- -- --- -.SD umouy s94v4s#nau ayi fo........saluzsd puv --------- ayl u[ pagllasap su auop aq ;sncu 3110,» (6 'ON IIa w 1[aAi 6lddnS 1a;E,i1 auo - n.. .- - °--......- °--- ---- ° -- - - °"F"T r"!'� :Nutm0llo;' aql 1o; Wulaq 'sp[q Plus Jap[su0a 61 'L 96T .---------- ° °- - °---- -- --- -- - - - uaa sv a v s uzasa satu2 a D 8uzsn uv.'sz mou a D SCDS vo uo Q y p i 7 y 7 yi 11 P p y Ivy? ! yi ii R1En1ga,3 'nepuoy�l uo y(l d OF. L 3E laaui 11 i I!0uno0 02u1[lA Eu!Pa aqZ usoms C1np stag is tJEnJ a SU uo r ' ,L961 'TT q 3 p Ii -W-V 00:TT ;E '190J ;S LI709 'Ai '[IEH T086 92u111A uu!Pa aql ul 105iuuuN 9213[[1A aq; ;0 aoylo aq; ul --------------------------------------------- '- g��yypq .... o ,tluno� w�vA 1 pauado puE panlaaaJ aq lilm splq paluas 1Eg1 NaAIJ EIaHaH SI aOLLON •uullll 'uu1Pa SS `V10,63 U111F ;o 3191 \�7 � iT 'llama :J5070 SQIH— 'I'IaM l'IddIIS 'IIJJ,�'A*, NOLLVDI'Igfld AO .LIAVUMAV sllodsauuipl '•oo elneQ- lall!W •SE61 to zuompuotuV— uopeollgnd to 3lsep[BV- 9A968Z IN O j Affidavit of Publication. OF ----- --- -------------------------------------------------- ---------- -------------- ---- - -------------------------------------------------------- ------------------------------ ------------------------------------------------------------------------------- ---------- MILLER-DAVIS COMPANY, MINNEAPOLIS PROPOSAL FOR CONSTRUCTION OF WATER SUPPLY WELL NO. 9 EDINA, MINNESOTA 'E�I ,1957 Date UNIT PRICES MUST BE GIVEN BOTH IN WORDS AND NUMBERS Honorable Village Council Edina, Minnesota Gentlemen: The undersigned, being familiar with your local conditions, hereby proposes to furnish all labor, material, equipment, tools, and all else - necessary to completely construct: WATER SUPPLY WELL NO. 9 in accordance with plans and specifications prepared for the work by the Banister Engi- neering Company of St..Paul, Minnesota, dated February 11, 1957, and on file with your Village Clerk as follows: CONDITION NO. 1 Transporting to and erecting on the job sites -all necessary a uipment, materials and tools for the lump sum of �", ✓ oQ E `I F N DOLLARS CENTS $ f -�rp — Furnishing and driving a 24" casing including shoe (estimated 150 lineal feet) Uift Lf Ajf e. DOLLARS CENTS $ @ 3 e( — eID / 1. f . $ -V 8 'Co lling a 24" open hole (estimated 325 lineal feet) @ � Q,�.1 <W o DOLLARS CENTS $ 7 Z / 1. f . t2 m� $ -7 mo o Furnishing and placing 16" casing inside 24" well, including swedge or seal at bottom (estimated 340 lineal feet) @ .Sa CIO DOLLARS CENTS $ / ). / 1. f . $ 1 S o Furnishing and placing cement grout between casings or wall of open hole (estimated 50 cubic yards) @ m0 ,•� �- .,� ��� Q DOLLARS CENTS $ 63 /c . y . $ / ,r o Furnishing and installing test pump for capacity test for the lump sum of 'a e cK. H, DOLLARS CENTS $ Surging, bailing, and testing (estimated 24 hrs.) @ `K�,. d ,• e. DOLLARS CENTS $ / /hr. $ y P -1 Total for Condition No. exclusive of screen and gravel If screen and gravel pack are used, the following prices shall apply: 1 co Y Furnishing and installing 10" screen including attachments (estimated 60 lineal feet) ' @ DOLLARS CENTS $ / 1. f . $ ! Z O Furnishing and installing 10" pipe attached to screen (estimated 40 lineal feet) @ DOLLARS CENTS $ /l.f. $ Furnishing and.installilg gravel (estimated 15 cu. yds.)i @ DOLLARS CENTS $ /c.y. $ Total for Condition No.l i including screen and gravel I ' CONDITION NO. 2 Transporting to and erecting on the job site all necessary equipment, materials and tools for the lump sum of h d-c W -, d4 r,162 I DOLLARS CENTS $_ Furnishing and driving a�24" casing including shoe (estimate 150 lineal feet,) IrA i f'v eVt r v I DOLLARS CENTS rilling a 24" open hole '(estimated 325 lineal feet) .,,I DOLLARS CENTS z � Furnishing and placing 16" casing inside 30" well, ,including swedge or seal at bottom (estimated 395 lineal feet) . DOLLARS CENTS m� ,-A- C� $ / �9 0� "a " $ @X-1 ✓ /1.f. $ ca /l.f. $ `{93i Furnishing and placing cement grout between casings or wa of open hole (estimated 60 cubic yards) @ o0 1 T h DOLLARS CENTS $ 3 — /c . y. $ 3 7 8• Furnishing and installing test pump for capacity test for the lump sum of DOLLARS I S rging, bailing, and testing (estimated 24�hrs.) � i v --t 010 -c- DOLLARS P -2 mo CENTS $ r� o @ po CENTS X( — /hr. $ 00 Total for Condition No. 2 , exclusive of screen and gravel $ � Y, 17/ a-o If screen and gravel pack are used, the following prices shall apply: Furnishing and installing 1010 screen including attachments stimated 60 lineal ft.) @ _ t f `e �;,k A ,P >k ► T-, ,,,r_ DOLLARS CENTS $ 2 /1-f. $ Furnishing and installing 10" pipe attached to screen stimated 40 lineal ft.) @ do r r DOLLARS o CENTS $ /11.f. $ 24 Q Furnishing and installing gravel (estimated 15 cu.yds.) @ oe DOLLARS CENTS $ Y7 /c.y. $ 9 1 `— Total for Conditions No. 2 including screen S� and gravel $ )_ I' Jla 4 CONDITION NO. 3 Transporting to and erecting on the job site all necessiary equipment, materials and tools for the lump sum of v4-,, p ¢f — DOLLARS CENTS $ S Furnishing and driving a 24" casing including shoe (estimated 150 lineal feet) 7 y- e DOLLARS CENTS $ / 1. f . $ D lling a 24" open hole (estimated 325 lineal feet) @ L.' I ;,,,o DOLLARS CENTS $ 12 / 1. f . $ 7 1 o Furnishing and placing 16" casing inside 24" well, itudin swedge or seal at bottom (estimated 475 lineal ft.) @fo ; o j �,. e,- t ✓ DOLLARS, S CENTS $ 1 y / 1. f . $ a 13 7 Drilling a 16"open hole (estimated 450 lin. ft.) @ % ID � . Z_ ,,/ DOLLARS CENTS $ 6 /1. f . $ 7 2-,4021 Furnishing and placing cement grout between casings or q���CP wall of o en hole (estimated 66 cubic yards) @ '�P 1� ` r r Q- DOLLARS CENTS $ /c.y. $ 3�j�"� Furnishing and installing test pump for capacity test for tle lump sum of rJ� e -_.e,' {�..,�, d "�c.A) DOLLARS CENTS $ o ° S ging, bailing, and testing (estimated 24 hrs.) @ •® DOLLARS CENTS $� Z ( _ /hr. $ ° `r .. og Total for Condition No.3 J 2,841 exclusive of screen and gravel $ 3 7L, 6 �t If screen and gravel pack are used, the following prices shall apply: P -3 0 Furnishing and installing 8" screen including attachments (estimated 80 lineal £t.) @ DOLLARS CENTS $ 3 g / 1. f . $ Furnishing and installing 8" pipe on 8" screen boa.' (estimated 60 lineal ft.) @ _ i At-y- A-, DOLLARS CENTS $ /1.f. $ 3 6.0 Furnishing and installing gravel (estimated 50 cu. yds.) @ DOLLARS CENTS $ Y7 � /cu . yd . Total price for Condition No. 3 including gravel and screen $ 3!S CONDITION NO. 4 Transporting to and erecting on the job site all necessary e uipment, materials and tools for the lump sum of ,r DOLLARS CENTS $ S o Furnishing and driving a 30" casing including shoe (estimated 150 lineal feet) @ DOLLARS CENTS $ s o — / 1. f . $ Sm o Drilling a 30" open hole (estimated 325 lineal feet) @ DOLLARS CENTS $ % - /1 - f e $ / �• o Z s Furnishing and placing 20" casing inside 30" well, including swedge or seal at bottom (estimated 340 lineal fe t) @ .N. DOLLARS CENTS $ $ a� Furnishing and placing cement grout between casings or wall of open hole (estimated 140 cubic yards) @ DOLLARS CENTS $ 1r /cu. yd. $ 1 '7 Furnishing and installing test pump for capacity test for the ump sum of - , .c ,J DOLLARS — — CENTS $ a-n Surg g, bailing, and testing (estimated 24 hrs.) @ aA c0 , .� m .✓� DOLLARS CENTS $ 2 ( /hr. $ J o Y Total for Condition No.4 exclusive of screen and CID 01 gravel $ 3 Y. 8 % 4 If screen and gravel pack -are used, the following. prices shall apply: Furnishing and installing 12" screen including attachments stimated 60 lineal feet) @ // C!? °° �(1 4-• DOLLARS CENTS $ / 1. f . $ o o P -4 Furnishing and installing 12" pipe attached to 12" screen (estimated 40 lineal ft.) @ ,e F, GT { IDOLLARS CENTS $ � /lin.ft.$ z o Furnishing and installing gravel (estimated 20 cu. yds.) @ DOLLARS CENTS $ /cu.yd. $ It La 1 Total for Condition No. 4 ,020 41L /0® including screen and mo gravel $ � 41r- The final amount of the contract shall be determined by multiplying the final actual measured quantities by the foregoing unit prices. However, the foregoing estimated quantities shall be used in determining the low bidder. A ( cash deposit) (certified check) (bidder's bond) in an amount equal to at least 5% of the largest dollar value of Condition bid is enclosed, which will be forfeited if the undersigned fails to enter into a contract. It is understood that the Village reserves the right to retain the deposits, checks, or bonds of the three lowest bidders as determined by the Village for a period not to exceed thirty days after the date set for the opening of bids. It is understood that no bids may be withdrawn after the start of the opening of bids. It is understood that payment for the work will be made in cash. It is understood that the Village Council reserves the right to reject any or all bids, to waive informalities and irregularities and to award the contract to the best interests of the Village. If awarded the contract the undersigned will start and complete the entire project on or before the dates stated. REMARKS P -5 Respectfully submitted, (A Corporation) By o- Title,�n Start Complete CONDITION NO. 1 CONDITION NO. 2 / o CONDITION NO. 3 ( o S / o o ,C CONDITION NO. 4 o d 3 P -5 Respectfully submitted, (A Corporation) By o- Title,�n " F S,1 1 'ATE OF . ......... AI.. N.N.F- 3.Q.T..A ................. 1 l r County of ............ HENNC.P1. N. On this ... ........ 8 T H ..................... day of F .B .R .0 .A .R Y , 19...5.% before me, a Notary Public in and for said ........ ... .......... ................. County, personally appeared .........LE ON F I T Z G E R .A .. 4 . . Q ....................... ......................... . personally known .......... ................................ ........ to me who being by me sworn did state that he is Attorney -in -Fact of the UNITED PACIFIC INSURANCE COMPANY, a corpor- poration organized and existing under the laws of the State of Washington, that the seal affixed to the foregoing instrument is the corporate seal of said corporation; that the instrument was signed, sealed and executed in behalf of said corporation by authority of its Board of Directors and further acknowledged that the said instrument and the execution thereof to be the volun- tary act and deed of said corporation, by him voluntarily executed. IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my official seal at ......... ............................... ..................................... ...........................tlie day and year last above written. My Commission expires ..... .. ..... r..... .. .. \ 19...... Notary Public DALE M. KOLSTAD Notary Public, Hennepin County, Minn. ;i. B-1015 MY Commission Expires May 24, 1963, `i I ;Y 1' l I =` U• I®I I T S® P A� I� I C UO N 1 F St D FA, C-71 F a l s .. I-+OME OFFICE - TACOMA, WASHINGTON v FIDELITY AND SURETY DEPARTMENT oa% Bond No. fie- BID BOND g; KNOW ALL MEN BY THESE PRESENTS: That We, L A YNE MINNESOTA COMPANY a=,' as Principal, and the UNITED PACIFIC INSURANCE COMPANY, a corporation organized and existing under the laws of the State of Washington, and authorized to do business in the State of M I N N E S 0 T A as Surety, are held and firmly bound unto the VILLAGE OF EDINA n)I as obligee, in the sum of 57- OF EASE F 1 D DOLLARS, lawful money of the United States e) of America, to the payment of which sum of money well and truly to be made, the said Principal and Surety bind themselves, their and each of their heirs, executors, administrators, successors and assigns, jointly and -� severally, by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Obligee shall make any award to the Principal for: _ ;CONSTRUCTION OF WELL r aJl according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make I and enter into a contract with the Obligee in accordance with the terms of said ro osal or bid and award and P P § shall give bond for the faithful performance thereof, with the UNITED PACIFIC INSURANCE COMPANY as Surety or with other Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay to the Obligee the damages which the Obligee may suffer by reason of such failure not exceed- ing the penalty of this bond, then this obligation shall be null and .void; otherwise it shall be and remain in full force and effect. R Signed, Sealed and Dated this 8TH day of FEBRUARY 19x3 a, mg 1 L YNE- ESOTA,COMPAN_Y_ ' Principal (s) By: �•4• /// ecrAtary UNITE COMPANY =SURANCE By: g l9 L EON F l T ZGERA L D A %ttoraey =i`n =Pact (a B- 1312 - Contract - Bid Bond l LAMITE® P/&CIFIC No. ���nsurance �om�tianr/ , FIDELITYEAND ESURETY DEPARTM�E N -'T - POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the UNITED PACIFIC INSURANCE COMPANY, a corporation of the State of Washington, having its principal offices in the city of Tacoma, Washington, pursuant to authority granted by By -Law No. 37 -A of its By -Laws, which reads as follows: "The President, any Executive Vice - President, any other Vice - President, any Assistant Vice - President, or any Resident Vice - President of this Corporation, shall have authority to appoint in writing such attorneys -in -fact as the business of the Company may require, and to authorize such attorneys -iri-fact, and each of them, to execute on behalf of the Company, any bonds, recognizances, stipulations, contracts of indemnity and other undertakings of like character, or to exercise any lesser number of said powers as hereinbefore set forth. "Said appointments shall be attested by the Secretary or an Assistant Secretary of this Corporation under its seal. The President, any Executive Vice_ President, any other Vice - President, any Assistant Vice - President, or any Resident Vice- Presi- dent may revoke any, appointment made pursuant hereto, and revoke any and all: authority conferred by any such appointment:" does hereby nominate, constitute and appoint Jo To == Or L= F= .PML3. °T '� CALM A. 4 a all or pous, ��01a; or H. or St. ftuls XWO80ta its true and lawful Attorney-in-Fact, to make, execute, seal and deliver for and on its behalf, as surety, and as its act and deed, �"'W� : -✓ . l R craft and umd=*AddnP of duretysUv ° a • r w r s • - • � s a. .� w � � a. -w w p �. The execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Company, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the Company at its office in Tacoma, Washington, in their own proper persons. IN WITNESS WHEREOF, the UNITED PACIFIC INSURANCE COMPANY has caused these presents to be 'signed by its ----- AaAA,ht.- affixed, -- ... -.- -Vice- President and its corporate seal to be hereto axed, duly attested by its Assistant Secretary, this- - - - - -- htl} - -- .....-- -- - ---- -day of-- -- --- .-----------•---• •-- ••-- •--------------- •- - -•• -• UNITED PACIFIC INSURANCE COMPANY Attest: -.. ;. By_ ............ 7, � -- -°---•=---••--•-••-•••---•----•---------------- •••- •- •- ••••• -• -- (SEAL) Assistant Secretary R4*3eAftt Vice - President STATE OF 7 ...... ..... .. ss. County of .... dLf ICY.. -.. On this- ..- ... - -.- ti . ..... ...... .. ............ .day of................ lA l'...... -- ...- ....- .-- .... - - - -, 19- �...... before me, the undersigned, a Notary Public in and for the State of :............'..........- .....----.- ..........- .. -...., duly commissioned and - sworn, .personally appeared .................... o- ..�o....--- ......--- .......... and.. . -�o :: .................... ............................................... to me known to be the!.--.. Vice- President ................ .•----..- .......------....--- -- - and Assistant Secretary, respectively, of UNITED PACIFIC INSURANCE COMPANY, the corporation that executed the foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that they were authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. WITNESS my hand and official seal hereto affixed the day and year in this certificate above written. ... ....... . .........^ Notary Public in and for the State of ................................... ... .............. .......... STATE OF ...... TAT. ...... County of ............... a�...................... ss. residing at -------------------------------- I ................................. ................................................... I . .................... Q11C.... ...-.---..-.---.......------ .- .---- .......--- ..-- . -. - - -, Assistant Secretary of the UNITED PACIFIC INSURANCE COMPANY, do hereby certify that the copy of By -Law No. 37 -A, set forth in the foregoing instrument, is a true copy of said by -law and now in force, and I do hereby further certify that the Power of Attorney above set forth was duly and regularly executed by said UNITED PACIFICINSURANCE COMPANY in its usual form, and that the seal thereto affixed is the corporate seal of said Company, and that said Power of Attorney;is in,full. force and effect. V IN WITNESS WHEREOF, I have hereunto set my hand and affix d the seal of said Company at the City of LtITY this ....... ............... day of - ----- --- -------- ------ October". . ....... ........ 19.5 . 4 — . MY Bo . RMOAM . (SEAL) .............................................. ................:.................... .....•--••- •----•-- .- ...- ...... Assistant Secretary STATE OF - -.I ... .....:. .. . .. ..1 _ .. County of-- ...... -. ... ..... ......•-. •--...... -- ...... }ss. �Y B. R - .- ....., Assistant Secretary of the UNITED PACIFIC INSURANCE COMPANY, I• ................. ... ....... ... --• ........- ..- -.. -.. do hereby certify that the foregoing instrument is a true copy of a Power of Attorney duly and regularly issued by said Company, and that the same is still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said Company at the City of .- .:.- .- .S- .----- ....i...l. ..-- .............. this .- ..- .BT.H ....... ... ...... day of FE BR- UA• R• Y.-- •-•- -•-- ...- .....--- ......, 19.. - -.5,7 J-- �J• .... .. ............ .............. ....._...- ......-- ..._........ ( SEAL) Form B- 1027 —Rev. 5- 52— General —Power of Attorney Ass Stant $eCretary i ' –_- . PROPOSAL FOR CONSTRUCTION OF WATER SUPPLY WELL NO. 9 EDINA, MINNESOTA `) & , \\ ,1957 Date UNIT PRICES MUST BE GIVEN BOTH IN WORDS AND NUMBERS Honorable Village Council Edina, Minnesota Gentlemen: The undersigned, being familiar with your local conditions, hereby proposes to furnish all labor, material, equipment, tools, and all else necessary to completely construct: WATER SUPPLY WELL NO. 9 in accordance with plans and specifications prepared for the work by the Banister Engi- neering Company of St..Paul, Minnesota, dated February 11, 1957, and on file with your Village Clerk as follows: CONDITION NO. 1 Transporting to and erecting on the job site all nece sary equipment, materials and tools for the lump sum of �.. _ DOLLARS CENTS $ '50o �c Furnishing and driving ..a 24" casing including shoe (es imated 150 lineal feet) DOLLARS Dr-i�l—ling.a 24" open hole (estimated 325 DOLLARS CENTS$ 36 o- /1.f. lineal feet) CENTS Furnishing and placing 16" casing inside 24" well, including swedge or seal at bottom (estimated 340 $ /l.f. V% lineal feet) @ DOLLARS CENTS $ j / 1. f . W% Furnishing and placing cement grout between casings or wall of open h le (estimated 50 cubic yards) @ oD DOLLARS CENTS $ /c.y. Furnishing and installing test= for cap ity test for the lump sum of 0 - ,,��,. DOLLARS - CENTS $ % +0 Q) 6`6 $ Z 150 $ - 7 4 0 $ S� Surg g, bailing, and testing (estimated 24 hrs.) @ p a,& DOLLARS CENTS $ 00 — /hr. . $ 4 0 rj P -1 Transporting to and erecting on the job site all necessary equipment, materials and tools for the lump sum of %� DOLLARS CENTS $ 500— Furnishing and driving a 24" casing including shoe (e tim�te 150 lineal feet) _ @ tM �►„r DOLLARS CENTS $ 6 / 1. f . $ +00 — Drilling a 24t0 open hole (estimated 325 lineal feet) @ DOLLARS CENTS $i ' W4/1-f. $ Jr sy Furnishing and placing 16" casing inside 36" well, including swedge or seal at bottom (estimated 395 lineal feet) @ DOLLARS CENTS $ I f /1. f . $ S Furnishing and placing cement grout between casings or wall o£ o en h le (estimated 60 cubic yards) @ DOLLARS _ � CENTS $ _ as /c . y . $ Furnishing and installing test pump for capacity test for the lump sum of DOLLARS CENTS $ o —� Surging, b iling, and testing (estimated 24 hrs.) @ DOLLARS CENTS (5 /hr. $ Total for Condition No. 2 �k exclusive of screen and �o gravel $ P C } 7 rl P -2 CK• Total for Condition No. 1 exclusive.of screen and p, �7 Z ® — D0, gravel $ / If screen and gravel pack are used, the following prices shall apply: Furnishing and installing 10t° screen including attachments (est' t 0 lineal feet)' @ DOLLARS CENTS $ 65 /1-f. $ �, a .Furnishing and installing 10" pipe attached to screen (estimated 40 lineal feet) @ K•� DOLLARS CENTS $ `J / 1. f . $ �j G Furnishing and.installing gravel ( estimated 15 cu. yds.) @ DOLLARS CENTS $ /c . y . $ Total for Condition No.l Q�- including screen and 41 I I gravel $ • CONDITION NO. 2 Transporting to and erecting on the job site all necessary equipment, materials and tools for the lump sum of %� DOLLARS CENTS $ 500— Furnishing and driving a 24" casing including shoe (e tim�te 150 lineal feet) _ @ tM �►„r DOLLARS CENTS $ 6 / 1. f . $ +00 — Drilling a 24t0 open hole (estimated 325 lineal feet) @ DOLLARS CENTS $i ' W4/1-f. $ Jr sy Furnishing and placing 16" casing inside 36" well, including swedge or seal at bottom (estimated 395 lineal feet) @ DOLLARS CENTS $ I f /1. f . $ S Furnishing and placing cement grout between casings or wall o£ o en h le (estimated 60 cubic yards) @ DOLLARS _ � CENTS $ _ as /c . y . $ Furnishing and installing test pump for capacity test for the lump sum of DOLLARS CENTS $ o —� Surging, b iling, and testing (estimated 24 hrs.) @ DOLLARS CENTS (5 /hr. $ Total for Condition No. 2 �k exclusive of screen and �o gravel $ P C } 7 rl P -2 If screen and gravel pack are used, the following prices shall apply: Furnishing and installing 101° screen including attachments (es i ted 0 lineal :Et.) DOLLARS alb CENTS $ @ S � / l . f . $ 3, 30-0 Furnishing and installing 10". pipe attached to screen (estimated 40 lineal ft.) J DOLLARS Furnishing and installing gravel DOLLARS CONDITION NO. 3 @ rc ne CENTS $ (estimated 15 cu.yds.) @ S' CENTS $ 'y 6 /c.y. $ Q Total for Conditions Gk No. 2 including screen c6 and gravel $ �� 04 Transporting to and erecting on the job site all necessary equipment materials and tools for the lump sum of t;�, �„r. DOLLARS CENTS $ 00 Furnishing and driving a 24" casing including shoe (estimated 150 lineal feet) 4 0 DOLLARS — CENTS 1. f . $ Drilling a 241° open hole (estimated 325 lineal feet) @ '6 DOLLARS — CENTS $ o� 01 / 1. f . $ Furnishing and placing 16" casing inside 24" well, including swedge or seal at bottom (estimated 475 lineal ft.) @ DOLLARS CENTS $_ _/ 1. f . $ Dr ling a 16 "open hole (estimated 450 lin. ft.) @ 1. f cr-O DOLLARS — CENTS �$ / . $ Furnishing and placing cement grout between casings or wall of open hole (estimated 66 cubic yards) DOLLARS — CENTS @ 10 V$ 43 `/c . y . aV. $ , 8a 3 5 – Furnishing and installing test pump or capacity test for the lum sum of U rJ-H .,�•,,,.r. ,�-� DOLLARS CENTS $ a Sur bailing, and testing (estimated 24 hrs.) @ Ring., DOLLARS CENTS $_I _o `=e /hr. $� Total for Condition No.3 15, 9 9 3�� exclusive of screen and gravel $ If screen and gravel.pack are used, the following prices shall apply: P-3 Furnishing and installing 8" screen (estimated 80 lineal ft.) n — DOLLARS_ including attachments Furnishing and installing 8" pipe on 8" screen (estimated lineal ft.) — k/y< DOLLARS CENTS $ @ -{d /1.f. $ C� CENTS $ /l.f. $ 3 4 0 Furnis ing and installing gravel (estimated 50 cu. yds.) @ DOLLARS CENTS $ ` /cu . yd . $ T3 G-3 Total price for Condition 35 &56'e No. 3 including gravel !e and screen $ ' 35 "1-83 CONDITION N0, 4 Transporting to and erecting on the job site all necessary equipment, mater als and tools for the lump sum of �'►�j�- �L.vn� -�c� DOLLARS CENTS $ Furnishing and driving a 3090 casing including shoe (esti d 150 lineal feet) M DOLLARS CENTS Drill °ng a 30" open hole (estimated 325 lineal feet) . DOLLARS — CENTS Furnishing and placing 20" casing including swedge or seal at bottom feet) --g-- - DOLLARS inside 30" well, (estimated 340 lineal @ � $ 50 /l.f. 1$ /,� `5 © o _ �7 - @ CENTS $ 14 ,/1 °f. $ Furnishing and placing cement grout between casings or wall of open hole (estimated 140 cubic yards) @ DOLLARS CENTS $ /cu . yd . $ c g Q'- Furnishing and installing test pn for capacity test for the lump sum of (Zrs 7,rt DOLLARS CENTS $ Surging, bailing, and testing (estimated 24 hrs.) @ DOLLARS CENTS $ .10 /hr. $ 4-90 Total for Condition No.4 exclusive of screen and gravel $ % a If screen and gravel pack are used, the following prices shall apply: Furnishing and installing 12" screen including attachments (estimated 60 lineal feet) @ �r _ DOLLARS CENTS $ % ® �-/ l . f . $ n4 P -4 Furnishing and installing 12" pipe attached to 12" screen (estimated 40 lineal ft.) @ ,r� DOLLARS CENTS $ _ /1in.ft.$ Furnshfng and installing gravel (estimated 20 cu. yds.) @ o+ _Yc —.'-� DOLLARS CENTS $( -]cu.yd. $ 340 9 Do Total for Condition No. 4' including screen and f ravel (g f The final amount of the contract shall be determined by multiplying the final actual measured quantities by the foregoing unit prices. However, the foregoing estimated quantities shall be used in determining the low bidder. A (cash deposit) (certified check) (bidder's bond) in an amount equal.to at least 5% of the largest dollar value of Condition bid is enclosed, which will be .forfeited if the undersigned fails to enter into a contract. It is understood that the Village reserves the right to retain the deposits, checks, or bonds of the three lowest bidders as determined by the Village for a period not to exceed thirty days after the date set for the opening of bids. It is understood that no bids may be withdrawn after. the start of the opening of bids. . It is understood that payment for the work will be made in cash. It is understood that the Village Council reserves the right to reject any or all bids' to waive informalities and irregularities and to award the contract to the best interests of the Village. If awarded the contract the undersigned will start and complete the entire project on or before the dates stated. REMARKS: Start Complete CONDITION NO. 1 p✓ �� �e` CONDITION NO. 2 Gam- a CONDITION NO. 3 A-& CONDITION NO. 4 P -5 KEYS eWE� ull su tCO. 413 No. LazWbm , AVG; (A.. A. r. (A Partnership) By �I Title v SEABOARD SURETY COMPANY HOME OFFICE: NEW YORK, N. Y. 0 71 lli .0 0 Bond No. 54218 Xnaw all IRPit bg t4PSP JIrrunta: THAT WE, KEYS WELL DRILLITiG GO. St. Paul, Minnesota as principal, and SEABOARD SURETY COMPANY, a corporation under the laws of the State of New York, having its principal place of business in the City of New York, New York, as surety, are held and firmly bound unto Village of Edina, Minnesota as obligee, in the sum of Five per cent (5 %) of-the largest dollar value of ODndition bid. DOLLARS, lawful money of the United States of America, for the payment of which, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. SIGNED, sealed and dated this Eleventh day of February 1957 . WHEREAS, the said principal is herewith submitting its proposal for Deep Well THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, that if the aforesaid principal shall be awarded the contract upon said proposal and shall within the required number of days after the notice of such award enter into a contract and give bond for the faithful performance of the contract, then this obligation shall be null and void; otherwise the principal and surety will pay unto the obligee the difference in money between the amount of the bid of the said principal and the amount for which the obligee may legally contract with another party to perform the said work if the latter amount be in excess of the former; but in no event shall the surety's liability exceed the penal sum hereof. 'XS.. ? L. L... DR ILL -IN G.... .00 ...... . .. ..... .......................... ... .. Principal BY........ ...... ............ ....... ...... .......... ............ ......... SEABOARD SURETY COMPANY By................. ?'!...............---- ...... T. C. Fiel d, III Attorney -in -fact Form 136 2OM -1 -66 ACKNOWLEDGMENT OF PRINCIPAL For Individual or Co- Partnership STATE OF MINNESOTA., ) )ss COUNTY OF On this Eleventh day of February , 19 57 , came before me personally, George H. Keys to me well known to be the same person who executed.the foregoing bond, and each severally acknowledged the same to be his own free act and deed. ,�• ;��. ` Notary Public, County, Minn.. 'CIO `�,. My commission expires SURETY ACKNOWLEDGMENT STATE OF MINNESOTA, ), )as COUNTY OF RAMSEY ) On this Eleventh day of February , 19 57 , before me appeared T _ ;C _ Pi el d1, TTT to me personally known, who, being duly sworn, did say that he is the Attorney -in -fact of the SEABOARD SURETY COMPANY that the seal affixed to the foregoing instrument is the corporate seal of said corporation; that said instrument was signed and sealed on behalf of said corpo- ration by authority of its Board of Directors, and said T. C . F i old , III acknowledged said instrument to be the free act and deed of.said corporation. I�tary Public, Ramsey County, Minn. My commission expires EUNICE B. SUTMAR .,. ., , �. 77 7712rtty, Unn, MY GO.ni ,.,3,;,n Aprii .'2, 1303. ACKNOWLEDGMENT OF PRINCIPAL For Corporation STATE OF Minnesota') )ss COUNTY OF Rmsey ). On this -day of 19 , before me...personally came to me known, who, being by me duly sworn, did.depose and say; that he resides in that he is the of the the corporation described -in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed.to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of .said corporation, and that he signed his name thereto by like order. (Seal) Notary Public a' My commission expires ,, , .. Certified Copy Form 147 Rev. 1953 SEABOARD SURF —TY C®NIV.XNY No. 3288 I-ior1E OvvllcE 100 WMIAAlyd STREET,NEwYORK 38, N.Y. :power of Atturneg Xnew all Men hil 14tor Vrrstntg: That SEABOARD SURETY COMPANY, a corporation of the State of New York, has made, cgnstituted and appointed and by these presents does make, constitute and appoint T. C. Field, III or Litton E. S. Field or A. M. An vik of St. Paul, Minnesota its true and lawful Attorney -in -Fact, to make, execute and deliver, on its behalf as Surety, bonds, under- takings and other obligatory instruments of similar nature as follows: Without Limitations. Such bonds, undertakings and obligatory instruments for said purposes, when duly executed by the afore- said Attorney -in -Fact, shall be binding upon the said Company as fully and to the same extent as if such bonds, undertakings and obligatory instruments were signed by the duly authorized officers of the Company and sealed with its corporate seal; and all the acts of said Attorney -in -Fact, pursuant to the authority hereby given, are hereby ratified and confirmed. This appointment is made pursuant to the following By -Laws which were duly adopted by the Board of Directors of the said Company on December Sth, 1927, and are still in full force and effect: ARTICLE XI. Paragraph 6: "Attorneys -in -Fact, Departmental Managers, Branch Managers, Agents, Clerks, and other employees may be appointed or engaged by the President or a Vice - President, subject to the control of the Directors, upon such terns and with such powers and duties as he may prescribe." Article XVII, Paragraph I. "All policies, bonds, recoguizances, stipulations and all underwriting undertakings shall be valid: (a) When signed by the President, or the First Vice - President, or a Vice- President, or a Resident Vice - President, or a Departmental Manager and the Secretary, or an Assistant Secretary, or a Resident Assistant Secretary, or other duly authorized official or agent of the Company, and when sealed with the seal of the Company where required by law; or (b) When executed by an Attorney -in- Fact." In 33ttttess 94erPDt. SEABOARD SURETY COMPANY has 'caused these presents to be signed by its Vice- President, and its corporate seal to be hereunto affixed and duly attested by its Assistant Sec- retary, this ........16.th..... -dav of ............. January ................................. ............................... I 19.53.... Attest: SEABOARD SU1tE1'1 COMPANY, By (Seal) Lillian Miller G. B. Slattengren ................... ............... ............................y.. ............---...................................... ............................... Assistant Secretar o Vice- President STATE OF NEW YORK COUNTY OF NEW YORK � ss.. On this ......_.16.th.......... day of ........................ Ja. near. y ................................................ .......... ... 19....53 before me personally appeared ........................................ ...............G.......8....... Slat. tengre. n. ....................... ........................... Vice - President of SEABOARD SURE'L'Y COMPANY, with whom I am personally acyuaintcd, who, being by me duly sworn, said that he resides in the State of .................... New ....York ................. ; that he is Vice- President of SEABOARD SURETY COMPANY, the corporation described in-and which executed the foregoing instrument; that lie knows the corporate seal of the said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said Comlxmy ; and that he signed his name thereto as Vice - President of said Company by like authority. (Seal) STA'L'E OF NEW YORK COUNTY OIL NEW YORK � ss.. BETTY C. RODE NOTARY PUBLIC, State of New York No. 03- 8611400 Qualified in Bronx County Certs. filed in the following offi6es' Co. Clk: Bronx, N. Y., & Westchester Register: Bronx & New York Commission Expires March 30, 1954 ..B.e..t.ty.....C....... Rode .... ............................... Notary Public I, . G....... 5....... Oldf. i. eld., ......................................................................................................................... ....- .......................... .........................Asst. Secretary of SEABOARD SURETY COMPANY, do hereby certify that the above and foregoing is it true and correct copy of a power of attorney executed by said SL "ABOARD SURETY COMPANY, which is still in full force and effect. In 19tint o 04tu t. I have signed this certificate at New York, New York, this ................. ............................day of .........................1 19............. NItl11Rf1 // *.OREry�,o 1927 0),%. . `w )e- gjFOF14 00 kj I'ufuuuu ITARY PROPOSAL FOR r CONSTRUCTION OF WATER SUPPLY WELL NO. 9 EDINA, MINNESOTA -- /i_,1957 Date UNIT PRICES MUST BE GIVEN BOTH IN WORDS AND NUMBERS w Honorable Village Council Edina, Minnesota Gentlemen: The undersigned, being familiar with your local,conditions, hereby proposes to furnish all labor, material, equipment, tools, and all else necessary to completely construct: WATER SUPPLY WELL NO. 9 in accordance with plans and specifications prepared for the work by the Banister Engi- neering Company of St. Paul, Minnesota, dated February 11, 1957, and on file with your Village Clerk as follows: CONDITION NO. 1 Transporting to and erecting on the job site all ne"ssar egc}ipment, materials and tools for the .lump sum ofBc,=.v •�.tzwALuc/ DOLLARS CENTS $ O. y0 Furnishing and driving a 24" casing including shoe (est ma ed 150 lineal feet) @ j� DOLLARS `%Zc' CENTS $ 3S.'_ / 1. f . $ 5 a S O , o® 97 V Drilling a 24 " qpen hole (estimated 325 lineal feet) @ �eu.T I DOLLARS CENTS $ 1. f . $ _ % %J , '00 co Furnishing and placing 16" casing inside 24" well, including swedge or seal at bottom (estimated 340 lineal feet) � @ W DOLLARS %Za CENTS $ / —° / l . f . $ 3 740, O o Furnishing and placing cement grout between casings or wall of op n hole (estimated 50 cubic yards) @ DOLLARS `i CENTS $ �j c �` /c . y . $ $-OO.O o Furnishing and installing test for capacity test for the lump sum of j W_ fCew DOLLARS Zp CENTS Surging, bailing, and testing (estimated 24.hrs.) @ DOLLARS CENTS $ �t D, co /hr. $ P -1 Total for Condition No. 1 exclusive.of screen and gravel 'If screen and gravel pack are used, the following prices shall apply: Furnishing and installing 10" screen including attachments (es imated 60 lineal feet) @ DOLLARS %Zy CENTS $ Sri, °` / 1, f . $ 3 X 40,00 Furnishing and installing 10" pipe attached to screen estimated 40 lineal feet) @ DOLLARS CENTS $ %'S_° /1. f . 300 . ao Furnishing and.installing gravel (est i,,mated 15 c yds.) ) @ DOLLARS CENTS $ 46',fD= /c . y . $ Total for Condition No.l including screen and gravel $ 0, 00 COND"YTION NO. 2 Transporting to and erecting on the job site all n ary eq ipment, mater als and tools for the lump sum of a2t,1,v 449 DOLLARS GJLo CENTS $ �-�j (,1. Oo Furnishing and driving a 24" casing including shoe (est t e 150 ineal feet) @ DOLLARS `�� CENTS $ J,,00 /1,f. $ Sz5 -0,0o Drilling a 24" open hole (estimated 325 lineal feet) @ DOLLARS CENTS $ a 3 a" /1.f. $ % q -7S 00 Furnishing and placing 16" casing inside s well, ? �® including swedge or seal at bottom (estimated 395 linen feet) @ DOLLARS YZp CENTS $ %/, �'= / 1. f . $ Furnishing and placing cement grout between casings or wall f 4 ri hole (estimated 60 cubic yards) @ DOLLARS CENTS $ ° /c.y. $ ,3000. yo Furnishing and installing.testpump for capacity test f r the lump sum of =dU c/ DOLLARS CENTS $ /300 • &C, Surgin bailing, and testing (estimated 24 hrs.) @ .—DOLLARS �f 2d CENTS Q� D, =° /hr. P -2 x-900 Total for Condition No. 2 exclusive of screen and t gravel If screen and gravel pack are used, the following prices shall apply: . F rnishin and installing 1010 screen including attachments u g (est t d 60 lineal ft.) DOLLARS q� V40 CENTS Furnishing and installing 10" pipe attached to screen (estimiqed 40 lineal ft.) . DOLLARS CENTS Furnis ing and i stalling gravel (estimated 15 cu.yds.) DOLLARS CENTS CONDITION NO. 3 %s° /1ef. $ 300.0o S /c. y. %7�0o y• Total for Conditions No. 2 including screen and gravel 51 se 00 Transporting to and erecting on the job site all necesWy e i ment, materials and tools for the lump sum of 01"V DOLLARS 'L [U CENTS $ ��j D -,too Furnishing and driving a 24" casing including shoe (/sXtji�te d 150, lineal feet) _ DOLLARS 1-Lo CENTS $ J ."= / 1. f . $ 5 S0 •. 00 Drilling a 24" opqn hole (estimated 325 lineal feet) @ DOLLARS %�iCJ CENTS $ / 1. f . $ N % S. a o Furnishing and placing 16" casing inside 24" well, includ ng swedge or seal at bottom (estimated 475 lineal ft.) @ DOLLARS CENTS $ //. O f / 1. f . $ SA A Y. oe Dri ing a 16" open hole (estimated 450 lin. ft.) i DOLLARS CENTS Furnishing and placing cement grout between casings or wall f op n hole (estimated 66 cubic yards) DOLLARS CENTS @ $ /Gs:. /1.f. $ 7'/.A5. 0e . $ /c.y. $ 3300-00 Furnishing and installing test Rump or capacity test or thhlp sum of _ p DOLLARS 40 CENTS $ /3 O 0. vo Surgi�, bailing, and testing (estimated 24 hrs.) @ DOLLARS %!® CENTS $ A O • /hr. $ If screen and gravel pack are used, the following. prices shall apply: P -3 .4- '9 0,00 Total for Condition No.3 exclusive of screen and gravel $ 3 G 9a , 0o Furnishing and installing 8" screen (est ted 80 lineal ft.) j DOLLARS_ Furnishing and installing 8" pipe on (esti�d 60 lineal ft.) DOLLARS including attachments �Lfl 8" screen /GeV CENTS $ /l.f, $: &0,0.00 CENTS $ @ (� a� /1.f. $ Furn shin and installing gravel (estimated 50 cu. yds.) @ DOLLARS CENTS $ �5�=` /cu.yd. CONDITION NO. 4 .3 lv O . 00 �22�a $ rZ%pp -no Total price for Condition .3�, �3 Iry No. 3 including gravel and screen $ 13 7, Ei�S, as Transporting to and erecting on the job site all necess ry equ went, materisals and tools for the lump sum of �tti[J DOLLARS CENTS $ 4 ,Y o .. O o Furnishing and driving a 30" casing including shoe (es imated 150 lineal feet) @ DOLLARS CENTS $ ,>�� .° / 1. f . Drill g 30" open hole (estimated 325 lineal feet) @ MU !%yL?� DOLLARS %jam CENTS $ 31.0-f / 1. f . Furnishing and placing 20" casing inside 30" well, including swedge or seal at bottom (estimated 340 lineal feet) @ f ,tAL41,ti,,z.r DOLLARS '�U CENTS $ / 1. f . Furnishing and placing cement grout between casings or wall ,3f open hole (estimated 140 cubic yards) DOLLARS `' Zo CENTS Furnishing and installing test /dump for capacity test r the lump sum of T .'' DOLLARS Zv CENTS $ N5,0. 0 0 $ l O 07S ao /cu.yd.$ 5_(,, 00 , ao $ 13 00, 0o Surging, bailing, and testing (estimated 24 hrs.) @ / ,Li� DOLLARS %Zv CENTS $ /hr. $ 0 Total for Condition No.4 V exclusive of screen and $ � �% `%3 gravel -S," If screen and gravel pack are used, the following prices shall apply: Furnishing and installing 12" screen including attachments (estingted 60 lineal feet) @ DOLLARS � CENTS $ ` Ci °= /1. f . $ 4,100,00 P -4 Furnishing and installing 12" pipe attached to 12" screen (estimated 40 lineal ft.) @ DOLLARS ��v CENTS $ `J.�'= /lin.ft.$ Furnishing and �installing gravel (estimated 20 cu. yds.) @ DOLLARS CENTS $ G /cu . yd . $ IV 3&C) -co '9Oo -v0 Total for Condition No. 4 K including screen and , v c gravel $ ,3 a � . � ? The final amount of the contract shall be determined by multiplying the final actual measured quantities by the foregoing unit prices. However, the foregoing estimated quantities shall be used in determining the low bidder. A (cash deposit) (certified check) (bidder's bond) in an amount equal to at least 5% of the largest dollar value of Condition bid is enclosed, which will be forfeited if the undersigned fails to enter into a contract. It is understood that the Village reserves the right to retain the deposits, checks, or bonds of the three lowest bidders as determined by the Village for a period not to exceed thirty days after the date set for the opening of bids. It is understood that no bids may be withdrawn after the start of the opening of bids. It is understood that payment for,the work will be made in cash. It is understood that the Village Council reserves the right to reject any or all bids, to waive informalities and irregularities and to award the contract to the best interests of the Village. If awarded the contract the undersigned will start and complete the entire project on or before the dates stated. REMARKS: Start Complete �) CONDITION NO. 1 a CONDITION NO. 2 � , / �, /iS7 % Q , CONDITION NO. 3 CONDITION NO. 4 Respectfully submitted, (An- lftdiv�dael) By o Corporation) Title / L P-5 — BID COND PRINCIPAL OFFICES STH AND WASHINGTON STREETS ST. PAUL 2, MINNESOTA S1 PAUL FIRE and MARINE a2esl!/d2nCP F "Lf� SAINT PAUL. MINNESOTA STOCK COMPANY ORGANIZED UNDER THE LAWS OF THE STATE OF MINNESOTA. KNOW ALL MEN BY THESE PRESENTS, THAT WE, BERGERSON- CASWELL, INC., a Minnesota Corporation, of Minneapolis, Minnesota, as principal, and the ST. PAUL FIRE AND MARINE INSURANCE COMPANY, a corporation existing under the laws of the State of Minnesota, and duly authorized to transact business in the State of Minnesota, as surety, are held and firmly bound unto VILLAGE CLERK OF EDINA, MINNESOTA, as obligee, in the penal sum of - - - Ten Percent (10%) of total amount of bid - - - -DOLLARS,- lawful money of the United States of America, for the payment of which, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. SIGNED, sealed, and dated this 11th day of February, 195 7 WHEREAS, the said principal is herewith submitting a proposal for construction of a Well, in accordance with the attached bid. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH that, if the said principal shall be awarded the contract, and shall within - - - the time specified - - - receiving notice of such award enter into a contract and give bond for the faithful performance of the con- tract, then this obligation shall be null and void, otherwise the principal and surety will pay unto the obligee the difference in money between the amount of the principal's bid and the amount for which the obligee may legally contract with another party to perform the work, if the latter amount be in excess of the former; in no event shall the surety's liability exceed the penal sum hereof. BERG '7NN -C , INC. By- - - -- -- - -- -- - - -- - - - -- Principal. J 10958 Ed. 2_56 IA Class 1 (A Capital Stock Company) CERTIFIED COPY OF POWER OF ATTORNEY Original on File at Home Office of Company. See Certification. ST. PAUL FIDELITY DEPARTMENT RETY F I R E and M A R I N E HOME OFFICES ST. PAUL, MINNESOTA KNOW ALL MEN BY THESE PRESENTS: That the St. Paul Fire and Marine Insurance Company, a corporation organized and existing under the laws of the State of Minnesota, and having its principal office in the City of Saint Paul, Minnesota, does hereby constitute and appoint Eugene.F. Griswold,.Richard W. Dunphy, R. D. Zimmermann and E. E. Anderson, individually .310 Builders Exchange Bldg. Minneapolis, Minnesota its true and lawful attorney(s) -in -fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or permitted by law, statute, rule, regulation, contract or otherwise, and the execution of such instrument(s) in pursuance of these presents, shall be as binding upon the said St. Paul Fire and Marine Insurance Company, as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office. This Power of Attorney is executed, and may be certified to and may be revoked, pursuant to and by authority of Article V, — Section 8, of the By -Laws adopted by the Board of Directors of the St. Paul Fire and Marine Insurance Company at a meeting called and held on the 17th day of January, 1952, of which the following is a true transcript of said Section 8: "The President or any Vice President, Resident Vice President, Secretary or Resident Secretary, shall have power and authority (1) To appoint Attorneys -in -fact, and to authorize them to execute on behalf of the Company, and attach. the Seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and (2) To appoint Special Attorneys -in -fact, who are hereby authorized to certify to copies of any power -of- attorney issued in pursuance of this section and/or any of the By -Laws of the Company, and (3) To remove, at any time, any such Attorney -in -fact or Special Attorney -in -fact and revoke the authority given him." IN TESTIA40NTY WHEREOF, the St. Paul Fire and Marine Insurance Company has caused this tnuuun JV F1RE C'N' instrument to be signed and its corporate seal to be affixed by its authorized officer, this 14th day of December A. D. 19 56 _ ST. PAUL FIRE AND MARINE INSURANCE COMPANY X450 GO� STATE OF MINNESOTA ) ftf � County of Ramsey ass. ill Vice President. On this 14th day of December 19 56, before me came the individual who executed the preceding instrument, to me personally known, and, being by me duly sworn, said that he is the therein described and authorized officer of the St. Paul Fire and Marine Insurance Company; that the seal affixed to said instrument is the Corporate Seal of said Company; . that the said Corporate Seal and his signature were duly affixed by order of the Board of Directors of said Company. IN TESTIMONY WHEREOF, 1 have hereunto set my hand and G• affixed my Official Seal, at the City of Saint Paul, Minnesota, the day ��ll and year first above written. C. L. JAEGER Notary Public, Ramsey County, Minn. My Commission Expires June 2, 1960. CERTIFICATION I, the undersigned, a Special Attorney -in -fact of the St. Paul Fire and Marine Insurance Company, duly appointed pursuant to and by authority of the By -Laws of said Company, do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the By -Laws of said Company as set forth in said Power of Attorney; with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID COMPANY, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect. IN TESTIMONY WHEREOF, I have hereunto set my hand this 11th day of February, 1957 10870 Ed. 1-56 PROPOSAL FOR CONSTRUCTION OF WATER SUPPLY WELL NO. 9 EDINA, MINNESOTA February 11, ,1957 Date UNIT PRICES MUST BE GIVEN BOTH IN WORDS AND NUMBERS Honorable Village Council Edina, Minnesota Gentlemen: The undersigned, being familiar with your local conditions, hereby proposes to furnish all labor, material, equipment, tools, and all else necessary to completely construct: WATER SUPPLY WELL NO. 9 in accordance with plans and specifications prepared for the work by the Banister Engi- neering Company of St. Paul, Minnesota, dated February 11, 1957, and on file with your Village Clerk as follows: CONDITION NO. 1 Transporting to and materials and tools erecting on the job site all necessary equipment, for the lump sum of five hundred DOLLARS no CENTS $ 500.00 Furnishing and driving a 24" casing including shoe (estimated 15.0 lineal feet) Thirty seven DOLLARS no CENTS Drilling a 24" open hole (estimated 325 lineal feet) Twenty four DOLLARS fifty CENTS Furnishing and placing 16" casing inside 24" well, including swedge.or seal at bottom (estimated;340 $ 3700 /l.f. $ -52550,00 $ 24.50 /l.f. lineal feet) I @ Twelve DOLLARS no I CENTS $ 12.00 /l.f. I Furnishing and placing cement grout between casings or wall of open hole (estimated.50 cubic yards) @ Sixty DOLLARS no CENTS $ 60.00 /cry, Furnishing and installing test pump for capacity test for the lump sum of one thousand DOLLARS no CENTS $ 7,962.50 $ 4,080.00 $ 3,000.00 3 $ 1,000.00 Surging, bailing, and testing (estimated 24 his ). @ Twenty one DOLLARS no CENTS $ 21. 00 /hr. $ 504.00 P -1 Total for Condition No. 1 Cc exclusive of screen and gravel $ 22, 596.50 If screen and gravel pack are used, the following prices shall apply: Furnishing and installing 1011 screen including attachments (estimated 60 lineal feet) @ Fifty six DOLLARS no CENTS $_5 6. 0 0 /l.f. $ 3,360.00 Furnishing and installing 10" pipe attached to screen (estimated 40 lineal feet) @ Seven DOLLARS no CENTS $ 7, 00 /l.f. $ 280.00 Furnishing and.installing gravel (estimated 15 cu. yds.) Fifty DOLLARS no CENTS $ 50, 00 /c,y, $ 750.00 Total for Condition No.l including screen and gravel $ 26. 986.50 CONDITION NO. 2 Transporting to and erecting on the job site all necessary equipment, materials and tools for the lump sum of ' Five hundred DOLLARS. no CENTS $ 500.00 Furnishing and driving a 24" casing including shoe (estimate 150 lineal feet) @ Thirty seven DOLLARS no CENTS $ 37. 00 fl. f , $ 5,550.00 Drilling a 24" open hole (estimated 325 lineal feet) @ Twenty four DOLLARS 50 CENTS $ 24-50 /1•f. $ 7. 962.50 Furnishing and placing 16" casing inside 30" well, including swedge or seal at bottom (estimated 395 lineal feet) @ Twelve DOLLARS no CENTS $ 12. 00 /l,f, $ 4,740.00 Furnishing and placing cement grout between casings or wall of open hole (estimated 60 cubic yards) @ Sixty DOLLARS no CENTS $ 60.00 /c,y, $ 3,600.00 Furnishing and installing test pump for capacity test for the lump sum of One thousand DOLLARS no CENTS $ 1, 000.00 Surging, bailing, and testing (estimated 24 hrs.) @ Twenty one DOLLARS no CENTS 21.00 /hr. $ Total for Condition No. 2 exclusive of screen and gravel $_ P -2 504.00 23, 856.50 V_ If screen and gravel pack are used, the following prices shall apply: Furnishing and installing 101° screen including attachments (estimated 60 lineal -`t.) @ Fifty six DOLLARS no CENTS $ 56. 00 /l.f. $ 3,360.00 Furnishing and installing 10" pipe attached to screen (estimated 40 lineal ft.) @ Seven DOLLARS no CENTS $ 7.00 /1'.f. $ 280.00 Furnishing and installing gravel (estimated 15 cu.yds.) @ Fifty DOLLARS no CENTS $ 50. 00 /c.y. $ 750.00 Total for Conditions No. 2 including screen and gravel $ CONDITION NO. 3 Transporting to and erecting on the job site all necessary equipment, materials and tools for the lump sum of Five hundred DOLLARS no CENTS $ Furnishing and driving a 24" casing including shoe (estimated 150 lineal feet) Thirty seven DOLLARS no CENTS $ 37. 00 /l.f. $ 28, 246.50 e_v- 500.00 5,550.00 Drilling a 24 "° open hole (estimated 325 lineal feet) @ Twenty four DOLLARS 50 CENTS $ 24.50 /1•f $ 7. 962. 5Q Furnishing and placing 161° casing inside 24" well, including swedge or seal at bottom (estimated 475 lineal ft.) @ Twelve DOLLARS no CENTS $ 12,00 /1-f- $ 5.700.00 Drilling a 16 "open hole (estimated 450 lin. ft.) @ Fi teen DOLLARS no I CENTS $ 15.00 /l.f. $ 6,750.00 Furnishing and placing cement grout between casings or wall of open hole (estimated 66 cubic yards)_ @ Sixty DOLLARS no CENTS $ 60. 00 /c.y. $ 3,960.00 Furnishing and installing test pump for capacity test for the lump sum of One thousand DOLLARS no CENTS $ 1,000.00 Surging, bailing, and testing (estimated 24 hrs.) @ Twenty one DOLLARS no CENTS $ 21. 0 0 /hr. $ If screen and gravel pack are used, the following prices shall apply: P- 3 504.00 Total for Condition No.3 exclusive of screen and 6#1 gravel $ 31,926, 50 Furnishing and installing 8" screen (estimated 80 lineal ft.) Forty DOLLARS. including attachments no CENTS $ 40.00 /l,f. $ 3,200.00 Furnishing and installing 8" pipe on 8" screen (estimated 60 lineal ft.) @ S ix DOLLARS fifty CENTS $ 6. 50 / 1, f . $ - 390.00 Furnishing and installing gravel (estimated 50.cu. yds.) @ Fifty DOLLARS no CENTS $ 50, 00 /cu.yd. $ 2, 500, 00 Total price for Condition No. 3 including gravel and screen $ 38, 016.50 CONDITION NO. 4 Transporting to and erecting on the job site all necessary equipment, materials and tools for the lump sum of Five hundred DOLLARS no CENTS $_ 500.00 Furnishing and driving a 30`° casing (estimated 150 lineal feet) Sixty DOLLARS including shoe no CENTS $ 60.00 /l.f, $ 91000.00 Drilling a 30" open hole (estimated 325 lineal feet) @ Thirty eight DOLLARS no CENTS $ 38, 00 /1,f, $ 12, 350, 00 Furnishing and placing 20" casing including swedge or seal at bottom feet) Fifteen DOLLARS inside 30" well, (estimated 340 lineal no CENTS $ 15,00 /l,f. $ 5,100.00 Furnishing and placing cement grout between casings or wall of open hole (estimated 140 cubic yards) @ Fifty three DOLLARS no CENTS $ 53, 00 / cu.yd.$ 7,420.00 Furnishing and installing test pump for capacity test for the lump sum of One thousand DOLLARS no CENTS $ 11000.00 Surging, bailing, and testing (estimated 24 hrs.) @ Twenty one DOLLARS no CENTS $ 21.00 /hr. $ 504,-00 Total for Condition No.4 exclusive of screen and gravel $ 35, 874. 00 If screen and gravel pack are used, the following prices shall apply: Furnishing and installing 12" screen including attachments (estimated 60 lineal feet) @ Seventy two DOLLARS no CENTS $ 72, 00 /l.f, $ 4, 320, 00 P -4 •S Furnishing and installing 1290 pipe attached to 12" screen (estimated 40 lineal ft.) @ YIOIYARS no CFDiIS $ 9.00 /lin.ft.$ 360.00 Furnishing and installing gravel (estimated 20 cu. yds.) @ Fifty DOLLARS no CENTS $ 50. 00 /cu.yd. $ 1, 000. 00 Total for Condition No. 4 including screen and gravel $ 41, 554. 00 The final amount of the contract shall be determined by multiplying the final actual measured quantities by the foregoing unit prices. however, the foregoing estimated quantities shall be used in determining.the low bidder. A (bidder's bond) In an amount equal to at least 5% of the largest dollar value of Condition bid is enclosed, which will be forfeited if the undersigned fails to enter into a contract. It is understood the't the Village reserves the right to retain the deposits, checks, or bonds of the three lowest bidders as determined by the Village for a period not to exceed thirty days after the date set for the opening of bids. It is understood that no bids may be withdrawn after the start of the opening of bids. It is understood that payment for the work will be made in cash. It is understood that'the Village Council reserves the right to reject any or all bids, to waive: informailitie:s and irregularities and to award the contract to the best interests of the Village. If awarded the contract the undersigned will start and complete 'the entire project on or before the dates stated. REMARKS Official Address 670 - EustisStreet St. Paul, Minnesota u Start CONDITION NO. 1 10 CONDITION NO. 2 CONDITION NO. 3 CONDITION NO. 4 10 10 ' 10 Complete 90 days 90 days 120 days 125 days Respectfully submitted, McCARTHY WELL COMPANY (An Individual) A Corporation (A Partnership) - (4`orporation) By �� Title P -5 No. IQGir 4— Certificate of Ackowleftment—By Co rvoradon Miller- DayjaQ., MinneappliI6 Uinm_ estateof..._ ............ ...... I ........ KTA .......................... I. County of ............................................ On this ....... �4th.day of ....... TOrW7 ................. 1957 ...... .................... before Notary Ablia personally ........................................................... within and for said County personally appeared ................................. . ...... . ....................... ma ................................................................................... he--Is .......................... to me perspally known who, bei;7qflAM by me duly sworn .. ............................did say that 1111§ the ..................... -4&t�' kik� ... . ................... ....................................................................................... MOV,arthy We3l Compamy ................................................................ . ............................ Company.......... . .......................................................................... the corporation named 14, the foregoing instrument, and that the seat afflxed to said instrument is the, corporate seat of said corporation, ,and that said.instrument was : signed and sea�.. behalf f id wporation by authority of its Bird A� I ; (� of .............. M.r.e.Q.t9.r;% .............................. and card.................. ........ ............... .......................................... sla ient 1��obtke free act and deed of said .................. I ....... I .................................................................. acknowledged 14 corporation, ................................................ . ....... . .... .. .............. ....... ................................................................. . ........... �.j .. ... Notary Public ........................... . ....... .... N-C*nty ................................................... County, Minn. public Hennepin C' My commission expires ... tintairy. 1. .............. 119 .............. 1s.i n 11 A-. MINNESOTA Acknowledgment of Attorney -in -Fact STATE OF- -- ---... ----• -••OT - ss. COUNTY OF--------- - - - - -- HEMPIN ............................. On this 11th day of February 1957 before me, a Notary Public, within and for said County and State, personally appeared M. Humphrey to me personally known, and known to me to be the Attorney -in -Fact of and for the ST. PAUL FIRE AND MARINE INSURANCE COMPANY, Saint Paul, Minnesota, a corporation, created, organized and existing under and by virtue of the laws of the State of Minnesota, upon oath did say that the corporate seal affixed to the attached instrument is the seal of the said Company; that the seal was affixed and the said instrument was executed by the authority of its Board of Directors; and he did also acknowledge that he executed the said instrument as tIffree ct and deed of aid Co any. .......... .... -- ..... -- -- -•--. ........Notary Public. Mv_ Commission expires-------------•--...........-------- 11072 2 -56 30M Ed. 2 -56 iv1YRFF uI7SZ1r,�Ghr Notary Public, He:inepin County, Minn. My co:runissicr, sxpil-E ;une 23, 1963. 'S BID BOND ST. PAUL UNDER INC STH ANDWASHINGTON STREETS F I R E and MARINE ST AWSCOF HEYSTA EA OF MINN SOTAHE R ST. PAUL 2, MINNESOTA CIZek SAINT PAUL, MINNESOTA r 11511 KNOW ALL MEN BY THESE PRESENTS, THAT WE, McCARTHY WELL COMPAivYs a corporation of St. Paul,, Minnesota as principal, and the ST. PAUL FIRE AND MARINE INSURANCE COMPANY, a corporation existing under the laws of the State of Minnesota, and duly authorized to transact business in the State of Mimiesota as surety, are held and firmly bound unto Village Clerks_ Vt]1age, ofi Edina,, Minnesota., as obligee, in the penal sum of Ten Percent (10%) of the an ount of the attached bid. DOLLARS, lawful money of the United States of America, for the payment of which, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. SIGNED, sealed, and dated this 11th day of February 6 WHEREAS, the said principal is herewith submitting a proposal for Drilling .a Wen. 195i ' THE CONDITION OF THE ABOVE OBLIGATION IS SUCH that, if the said principal shall be. awarded the contract, and shall within ( ) days after receiving notice of such award enter into a contract and give bond for the faithful performance of the con- tract, then this obligation shall be null and void, otherwise the principal and surety will pay unto the obligee the difference in money between the amount of the principal's bid and the amount for which the obligee may legally contract with another party to perform the work, if the latter amount be in excess of the former; in no event shall the surety's liability exceed the penal sum hereof. , MCCARTHY TILL COMP,,A�Y In ..... l� Principa s.) St. Paul Fire an arine Insurance , Company By - M. Humphreys Atto y -in -fact 10958 25M Ed. 2 -56 MCG r Class 1 (A Capital Stock Company) CERTIFIED COPY OF POWER OF ATTORNEY Original on File at Home Office of Company. See Certification. a ST. PAUL FIDELITY DEPARTMENT RETY F I R E and M A R I N E HOME OFFICE: ST. PAUL, MINNESOTA KNOW ALL MEN BY THESE PRESENTS: That the St. Paul Fire and Marine Insurance Company, a corporation organized and existing under the laws of the State of Minnesota, and having its principal office in the City of Saint Paul, Minnesota, does hereby constitute and appoint H. Glenn Wyer, Lyle S. McKown, H. J. g Wentzel, M, Humphrey, Edwin F. Converse ; and David G. Wyer, individually Builders Exchange Building Minneapolis, Minnesota its true and lawful attomey(s) -in -fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required of permitted by law, statute, rule, regulation, contract or otherwise, and the execution of such instrument(s) in pursuance of these presents shall be as binding upon the said St. Paul Fire and Marine Insurance Company, as, fully and amply, to. all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal once. A This Power of Attorney is executed, and may be certified to and may be revoked, pursuant to and by authority of Article V,1 — Section 8, of the By -Laws adopted by the Board of Directors of the St. Paul Fire and Marine Insurance Company at a meeting ° called and held on the 17th day of January, 1952, of which the following is a true transcript of said Section 8: "The President or any Vice President, Resident Vice President, Secretary or Resident Secretary, shall have power and authority (1) To appoint Attorneys -in -fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and (2) To appoint Special Attorneys -in -fact, who are hereby authorized to.certify to copies of any - power -of- attorney issued in pursuance of this section and/or any of the By -Laws of the Company, and (3) To remove, at any time, any such Attorney -in -fact or Special Attorney -in -fact and revoke the authority given him." IN TESTIMONY WHEREOF, the St. Paul Fire and Marine Insurance Company has caused this ��tmuutuR JV FIRE � instrument to be signed and its corporate seal to be affixed by its authorized officer, this 2nd day of April A D. 19 56 Mi ST. PAUL FIRE AND MARINE INSURANCE COMPANY ���4psLRgNC�GO STATE OF MINNESOTA as. �tNlfill County of Ramsey } Y &e President. On this '. :2nd day of April 19 56, before me came the individual who executed the preceding instrument, to me personally known, and, being by me duly sworn, said that he is the. therein described and authorized officer of the St. Paul Fire and Marine Insurance Company; that the seal affixed to said instrument is the Corporate Seal of said Company; that the said Corporate Seal and his signature were duly affixed by order of the Board of Directors of said Company. IN TESTIMONY. WHEREOF, I have hereunto set my hand and affixed my Official Seal, at the City of Saint Paul, Minnesota, the day and year first above written. C. L.JAEGER Notary Public, Ramsey County, Minn. My Commission Expires June 2, 1960. CERTIFICATION I, the undersigned, a Special Attorney -in -fact of the St. Paul Fire and Marine Insurance Company, duly appointed pursuant to end by authority of the By -Laws of said Company, do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the By -Laws of said Company as set forth in said Power of Attorney, with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID COMPANY, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect. IN TESTIMONY WHEREOF, I have hereunto set my hand this 10870 Ed. 1.56 11th day of FebmaI7 1957 ADVERTISEMENT FOR BIDS WATER SUPPLY WELL EDINA, MINNESOTA NOTICE IS HEREBY GIVEN that sealed bids will be received and opened in the office of the Village Manager in the Edina Village Hall, 4801 W. 50th Street, at 11:00 A.M., Monday , February 11, 1957. The Edina Village Council will meet at 7:30 P. M. on Monday, February 11, 1957, (or at an earlier date, upon proper notification) to consider said bids, being for the following: . One Water Supply Well (Well No, 9) Work must be done as described in plans and specifications on file in the office of the Village Clerk. Plans and specifications are available from the Village Engineer or offices of the Banister Engineering Company of St. Paul, for a deposit of $10°00, which deposit will be refunded to actual bid - ders upon return of said plans and specifications. No bids will be considered unless sealed and filed with undersigned before 11 :00_A.M., Monday, February 11, 19579 accompanied by cash deposit, bid bond or certified check payable to the Village Clerk in an amount of at least ten (10%) per cent of amount of base bid, r The Council reserves the right to reject any or all bids. BY THE ORDER. OF THE VILLAGE COUNCIL GRETCHEN S. ALDEN, Village Clerk 2�. :y EDINA, MINNESOTA WELL SPECIFICATIONS January 23, 1957 SCOPE The work covered by these specifications shall consist of the furnishing of all labor, materials, tools, equipment, and all else necessary for the drilling, casing, and testing of a new well for the Village of Edina, Minnesota. It is the intent of these specifications to provide for the construction of a new well under four separate conditions with the Village to determine the condition, and the proposal form also provides for the drilling of said well under each of the four different conditions which are enumerated as follows: 1. Under this condition the unit shall be a 24" x 16" well drilled in a manner similar to the other Village Wells in Edina in which a 2411 casing shall be placed to approximately refusal in the platteville limerock. A nominal 24" hole shall then be drilled from the bottom of the 24" casing to the bottom of the Jordan sandrock.: A 16" liner is then to be placed in the hole with the bottom of this 16" liner terminating about 30 feet below the top of the Shakopee limerock forma- tion. A suitable bridge or platform shall be placed at-the bottom of. the 16" casing to permit the annular space between the 16" casing and the open hole to be filled with cement grout. 2. A well under this condition shall be constructed similar to the well as outlined for the foregoing Condition No. l except that the 16" casing shall extend to a distance 15 feet below the juncture of the Jordan sandrock formation and the Shakopee limerock formation. This well would be constructed in such a manner that the entire annular space between the bottom of the 16" casing and the open hole would be filled with cement,grout and such that the Shakopee limerock forma- tion would be completely sealed off. 3. Under this condition a well would be constructed similar to that out - lined for Conditions 1 and 2 except that the 16" casing might extend to the bottom of the Jordan sandrock and all space between the out- side of the 16" casing and the_open hole filled with cement grout and the well then continue from the bottom of the Jordan sandrock to approximately the bottom of the Hinckley sandrock as a 16" open hole. 4. Under this condition the well would be constructed similar to Condi- tion No. 1, except that the well would be a 30" x 20" well to permit future grouting or sealing off of the Shakopee limerock... For any of the conditions outlined a screen might be placed if the conditions warrant and gravel packing placed between the screen and the walls of the open hole. While it is the intent of these specifications to provide for a well under one of the foregoing four conditions the final decision may somewhat depend upon the prices bid for the work by the various contractors. Accordingly, the Village reserves the right WS -1 f to award this contract under any one of the conditions which appear proper according to the bids received, LOCATION The proposed well is to be located on Village owned property on the west side of Hanson Road between Grove Street and West Sixty Second Street. This area is bounded on the east by Hanson Road and on the west by the Minneapolis - Northfield & Southern Railroad right -of -way. There is an existing 12" watermain on Hanson Road. SIZE It is the intent of these specifications under Condition 1 or Condition 2 or Condition 3 that it be a 24" x 16" hole, Under Condition 4 the well would be a 30" x 20" hole. A ten inch screen might be placed for any of the Conditions. It is also to be understood that the Village may proceed with awarding a contract on the basis of Condition 1 or Condition ,2 and, during the construction, if conditions warrant, proceed to change its program to Condition 3 in which case the contract price shall be adjusted according to the prices bid for the project. EXISTING WELLS There are presently eight Village Wells, of which seven are either in use or in temporary repair. In addition to this there are several other wells in the general area of the Village. The complete log and conditions for these wells are not re- produced in these specifications. However, any prospective well drilling contractor who desires this information and does not have it in his files may obtain said informa- tion as to the logs of the Village Wells from the office of the Engineers. CASING All inner casing or liner shall be seamless black steel pipe having a 3/8" wall thick- ness and shall have an outside diameter of 16" for Conditions 1, 2 or 3 or 20 ",for Condition 4 and shall be A.S.T.M. Schedule 30. Couplings, if used, shall be standard drive couplings with long recessed threads. Joints may be welded at the contractor's option. The twenty four inch casing for Conditions 1, 2 or 3, or the 30" casing for Condition 4, shall have a 3/8 inch wall thickness and shall be substantially round and free from bends or dents. It shall be new casing but it is not the requirement of these speci- fications that this casing be seamless pipe as required for the inner casing. It is the intent that the cement grout around the inner casing shall extend to the top of the 24" casing. DEPTH AND INTENT For Conditions 1 and 2 it is the intent of these specifications that the 24" casing be placed to terminate in the Platteville limerock, if present, and it is anticipated that the length or depth required will be 150 feet. It is further intended, for Conditions 1, 2, and 3, that the well continue as a 24" nominal diameter open hole to the bottom of the Jordan sandrock. It is anticipated that the total depth to the bottom of the Jordan sandrock, measured from the top of the 24" casing, shall be approximately 475 feet. WS -2 Under Condition 1, it is anticipated that 340 feet of 16" inside casing or liner shall be placed. Under Condition 2, it is anticipated that the 16" inner casing or liner should be placed to a point 15 feet below the juncture of the Shakopee limerock and Jordan sandrock. It is anticipated that the total distance or length of liner placed be 410 feet. Under Condition 3, the 16" liner would be placed to the bottom of the Jordan sandrock, an estimated distance of 475 feet. The well would then be continued as a 16" open hole tp a depth of approximately 925 feet which is estimated to be in the Hinckley sandrock formation. For Condition 4, it is anticipated that the construction would be similar as for Condition No. 1 with the 30" and 20" casing at open hole being comparable to the 24" and 16" casings. The well would be grouted in the same manner. It is further the intent of these specifications, for Condition 4, and the purpose and intent of in- creasing the size of the well, to provide for grouting off of all of the Shakopee limerock and all other formations from a point 15 feet below the junction of the Jordan sandrock and Shakopee limerock in the future if conditions warrant. This future grouting off and additional casing is not a part of the project covered by these specifications although provisions are to be made for such a condition. Under any of the well conditions accepted it is anticipated that the use of a screen and gravel pack might be required. It is anticipated that such a screen would be 10" in size and would be of a length of approximately 60 feet. The screen must be a Johnson Everdur Screen or equal. The size of the gravel pack and size of the slot opening of the screen shall be determined following the actual sieve analysis of the formations encountered in the Jordan sandrock or other sandrock below the Jordan should such sandrock require screening. GROUTING Grout shall be one Portland cement, Type I, II, or III to one part sand having the following gradation: - Passing #4 Sieve - 95 - 100% it #16 - 45 - 707. " #50 " - 15 - 307. " #100 - 3 - 87. The volume removed by sedimentation, from the sand, shall not exceed A% Sand shall be free of deleterious material and shall be no darker than Plate II. Grout shall be placed in a continuous operation unless specifically authorized to the contrary, either by pumping in from the bottom up or placed through a pipe which is submerged in the grout at all times. CAPACITY OF WELL It is anticipated that the capacity of the well shall be a minimum of 1200 gallons per minute, at a constant drawdown, with a sand content of not to exceed two parts per million. QUALITY OF WORK The well must be completed in a neat and workmanlike manner. The separate casings or holes shall be completely concentric with each other. The well shall be sufficiently straight to permit a variation of a straight line of not to exceed 4" within the top WS -3 200 feet and not more than 2" in any 100 feet within the top 300 feet. The well shall be within 6" per 100 feet of depth of being entirely vertical. SAMPLES At least two representative samples of the material drilled through shall be collected by the contractor. These shall be collected at intervals of not greater than 10 feet and for each change in strata. The samples shall be placed in a suitable container, acceptable to the Engineer, sealed, marked as to depth, for delivery to persons designa- ted by the Engineer. The contractor shall furnish any samples needed to the Edward E, Johnson Company of St. Paul, Minnesota, for their analysis in determining the.slot opening and gravel size used in selection of a screen and gravel pack. Samples shall be obtained by bailing and shall be directly representative of the strata from which they are obtained. METHOD OF DRILLING Drill shall preferably be done by the solid bit cable tool method in the Jordan sandrock and for any formations which might be penetrated below the Jordan sandrock. However, methods used for drilling above the Shakopee limestone are not restricted and are at the option of the contractor. Whatever method is used shall not relieve the contractor of the requirements of the work previously referred to under the heading "QUALITY OF WORK". TESTING The contractor shall test the well for plumbness and straightness in the manner directed by the Engineer. Upon completness of the drilling and at the direction of the Engineer the contractor shall install temporary pumping equipment, testing valves, adequate and suitable measuring devices, all capable of producing and accurately measuring a flow of water up to a capacity of 2,000 gallons per minute. The contractor shall also install suitable equipment for quickly and accurately measuring the depth from the top of the casing to the water level before and during all pumping operations while pumping. The test shall be conducted at such various rates of pumping -as the Engineer may direct in order to satisfactorily establish the capacity of the well, static water level, and drawdown. The capacity test shall be conducted for a continuous period.of twenty four hours unless otherwise directed by the Engineer. The cost of the electricity, if required by the contractor, shall be paid for by the contractor and not by the Village. Wiring from the meter to the test pump shall be the obligation of the con- tractor as well as shall all arrangements for power with the power company. The reason for requiring the contractor to pay for the cost of electricity is to equalize costs where some of the contractors have their own gasoline power equipment for operating the pump. WATER Water for drilling operations shall be furnished by the Village to the contractor at no cost. It shall be the obligation of the contractor, however, to run this water from the nearest hydrant to the well site. Wherever any pipes or hoses cross a road or street the contractor shall make adequate provisions for warning signs. ramps, or other crossings and all obligations concerned therewith shall be the obliga- tion of the contractor and the Village shall be relieved of any responsibility con- nected therewith. RECORDS The contractor shall furnish the Village with triplicate copies of the well log WS -4 showing accurately the depth of each change in strata and the identification of the material of each strata. COMMENCEMENT AND COMPLETION The time of commencing and completing the work is of extreme importance, especially the completion. Accordingly, the contractor shall state in the Proposal Form, in the space provided, the number of days after award of the contract when he will start work and the number of days after award of contract in which-he.wiil complete the:work for each of the various conditions. The time of completion may influence the award of the contract. DISPOSAL OF WATER The contractor shall provide for the disposal of water resulting from drilling opera- tions and from the well test. The water may be disposed of through the natural drainage at the west edge of the well site and on the railroad right -of -way. This flows-to the south and ultimately reaches "Ten Mile" creek. However, it shall be the responsi- bility of the contractor to restrict the flow of water immediately south so that it does not flood the lot immediately south of that which is the well site. CLEANING OF PREMISES Upon completion of the work the contractor shall leave the premises clean of all debris resulting from his work, including well cuttings and drillings, and shall leave the same in a clean, neat, and workmanlike manner. 'All cuttings shall be restricted to an area 50 feet south and 100 feet west of the well. BIDS Bids shall be submitted on the form provided for that purpose for each of the Conditions. Such forms are contained herein. Bids shall be based on the unit and lump sum prices for the various items, under the various Conditions, stated in the Proposal Form. Bids shall be accompanied by a cash deposit, certified check, or bidder's bond of not less than 5% of the maximum bid for the various Conditions. These shall be made payable to the Village Treasurer of the Village of Edina, Minnesota, which shall be forfeited to the Village if the bidder is awarded the contract and fails to enter into a contract and furnish the required bond within a period of 15 days after notification of award and notification thatthe contract documents and bond forms are ready for his signature. BASIS OF MEASUREMENT The basis of measurement upon which payment shall be based shall be measured according to the following methods and as defined and described as follows, except for those items stated on the Proposal Form as lum sum items: Moving in, setting up and moving off, including clean -up lump sum as stated in Proposal Form. Furnishing and placing of 24" casing - measurement shall be from the top of the casing to the bottom of the 24" casing. Furnishing and placing of 30" casing - measurement shall be from the top of the 30" to the bottom of the 30" casing. WS -5 Drilling of 24" hole - measurement shall be from the bottom of the 24" casing to the bottom of the 24" hole. Drilling of 30" open hole - measurement shall be from the bottom of the 30" casing to the bottom of the.30" open hole. Furnishing and placing of 16 "° casing in 24 " hole - measurement shall be from the top of the 16" casing to the bottom of the casing placed. Furnishing and placing of 20" casing in 30" hole - measurement shall be from the top of the casing to the bottom of the 20" casing so placed. I Drilling of 16" open hole - measurement shall be from the bottom of the 24" open hole to the bottom of the 16" open hole. Furnishing and installing a 10 "0 screen - measurement shall be made per foot of screen placed. It is to be noted that all centering rings, guides, and other tools and equipment nec- essary for placing and centering the ten inch screen shall be included in the price per lineal foot of screen. Ten inch well casing left in place on top of 10" screen - measure- ment shall be per foot of pipe left in place. Any additional pipe used for the placing of the screen but not left in place shall not be a pay item and shall not be included in measurement unless such pipe is actually left in place in the well. Furnishing and installing gravel pack - measurement shall be per cubic yard of material placed in the well. Grouting - measurement shall be per cubic yard of grout placed except that no measurement shall be made or allowed for any grout which exceeds 3007. of the theoretical volume of the annular space between the outside of the wall of the 16 "° casing and the 24" open hole unless and expressly directed and authorized by the Engineer or other duly designated official. It is anticipated that particular steps would have to be taken, to be determined according to existing conditions, if the grout required exceeds this amount but it is expressly stated that any authorization for the placing of more than this quantity of grout must be obtained before such excess can be considered for measurement for payment. Furnishing, installing, and removing test pump - lump sum as stated in the Proposal. In the event that it becomes necessary to install the pump more than once the lump sum shall cover the furnishing of, initial installation, and final removal of the unit from the well. Any intermediate installations and removals shall be considered and measured as a unit of testing as outlined herein. Testing for yield and capacity - hourly basis when such testing has been authorized and directed. Testing for plumbness and straightness - no unit of measurement WS -6 is provided. Such tests are considered incidental to the construction of the well and the units of drilling open hole, placing casing, and other items shall be considered as covering this item. (No payment is to be made for the plumbness and straightness test). PAYMENT Payment for the work shall be made in cash or check upon completion of the well equal to the actual measured quantities multiplied by the unit bid prices. Pay- ment on the unit price and lump sum basis stated in the foregoing sections shall constitute full payment for all work necessary under the scope of these specifi- cations and shall include all items such as testing, cleaning of premises, and all else necessary for the completion of the project under these specifications. Should any work not specified herein, or any changes, become necessary for the successful-completion of the project the contractor shall be paid for such work, in accordance with provisions in Paragraph 18 or 60 of the General Conditions contained herein. The contractor shall perform any extra work required, under the terms of the General Conditions, when so directed. however, attention is called to all contractors that they reserve the right to request such instruc- tions to be given in writing immediately. It is further understood, however, that any reasonable delays in the work which are occasioned by the necessity of obtaining authority from the duly designated Village officials shall not be considered as warranting extra payment. WS -7 REVISED OCTOBER, 1956 GENERAL CONDITIONS 1. SCOPE: The following "GENERAL CONDITIONS" shall govern the work of all persons engaged in the performance of the Contract and shall form a part of the Contract. 2. OWNER. By the term "Owner" is meant the party or parties employing the Contractor or Contractors. 3. ENGINEER° By the term "Engineer" is meant Banister Engineering Company, St. Paul, Minnesota, who have been appointed by the 'Owner" to take charge of the work contemplated by these specifications and the accompanying drawings and is designated and referred to in these specifications as the "Engineer ". The Engineer or Owner may appoint an authorized representative or inspector, limited in authority, assigned to make inspection of the work performed and materials furnished by the Contractor. Such a representative has no authority to order or permit deviation from plans and specifications. 4. CONTRACTOR: The person or persons making a contract with the Owner to undertake work under these specifications and drawings are hereinafter designated and referred to as the "Contractor ". 5. SUB - CONTRACTOR. The person or persons making a contract with the Contractor to undertake the furnishing of labor and material, or labor or material spec- ially made for the job is designated as the "Sub- Contractor ". 6. WORK AT SITE OF OR ON PROJECT: Work to be performed, including work normally done at the location of the project. 7. PROJECT: The entire public improvement proposed by the Owner to be constructed in part or in whole pursuant to the within Contract. 8. SURETY: Any person, firm or corporation that has executed, as surety, the Contractor performance bond securing the performance of the within Contract. 9. WORK COVERED BY CONTRACT: The Contractor shall provide all labor, trans- portation, materials, water, power, light, apparatus, scaffolding and utensils of whatever kind necessary for the complete and substantial exe- cution of everything shown, described or reasonably implied in the plans and specifications as belonging to the work. 10. DRAWINGS° All drawings and specifications and copies thereof furnished by the Engineer are his property. They are not to be used on other work, and with the exception of the signed contract set, are to be returned to him on request at the completion of the work. G - 1 REVISED OCTOBER, 1956 11. DRAWINGS AND SPECIFICATIONS CO- OPERATIVE: The drawings and specifications are complementary. Work shown on the drawings and not described herein and work described herein and not shown on the drawings, shall be executed in the most thorough manner and with the best materials, the same as though fully described by both drawings and specifications. 12. DETAIL DRAWINGS AND INSTRUCTIONS: The Engineer will furnish with reasonable promptness, additional instructions by means of drawings, or otherwise necessary for the proper execution of the work. All drawings and instructions shall be consistent with the plans and specifications, true developments thereof, and reasonably inferable therefrom. The Contractor shall do no work without proper drawings and instructions. In giving such additional instructions the Engineer shall have authority to make minor changes in the work, not involving extra cost, and not inconsistent with the purpose of the work. 13. INTERPRETATION: Where there is any doubt upon any point, the decision of the Engineer as to the true intent and meaning of these drawings and specifications shall be final. 14. ADJUSTMENTS OF DISCREPANCIES: In all cases of discrepancies between the various dimensions shown on these drawings, or betwen drawings and these specifications, the more expensive construction shall be estimated, but before construction is started, the matter shall be submitted to the Engineer for his decision. Without such decision, discrepancies shall not be adjusted by the Contractor, save and only at his own risk, and in settlement of any complications arising from such adjustment the Contractor shall bear all the extra expense involved. 15. PRINTS OF PLANS: The Engineer will furnish the Contractor five (5) sets of prints, on paper, for his use during the prosecution of the work. Any additional prints required shall be paid for by the Contractor at cost. 16. SHOP DRAWINGS: The Contractor shall submit; with such promptness as to cause no delay in his own work or in that of any other Contractor, at least three (3) copies of all shop or setting drawings and schedules required for the work of the various trades and the Engineer shall pass upon them with reasonable prompt- ness. The Contractor shall make any corrections required by the Engineer, file with him two corrected copies and furnish such other copies as may be needed. The Engineer's approval,of such drawings or schedules shall not relieve the Con- tractor from responsibility for deviation from drawings or specifications, unless he has, in writing, called the Engineer's attention to such deviation at the time of submission, nor shall it relieve him from responsibility for errors of any sort in shop drawings or schedules. 17. DRAWINGS AND SPECIFICATIONS ON THE PROJECT: The Contractor shall keep, on the project site, one (1) copy of all drawings and specifications for the work, in good order, available to the Engineer and to his representatives. G - 2 13. CHANGES: The Engineer, without invalidating the contract, may order extra work or make changes by altering, adding to or deducting from the work, the contract sum being adjusted accordingly. All such work shall be executed under the conditions of the original contract except-that any claim for ex- tension of time on account of such changes shall be made and adjusted at the time such work is ordered. No claim whatever shall be allowed for extra work unless the same shall have been ordered in writing by the Engineer, stipulating the amount of the remun- eration. The accounts for all such work shall be rendered monthly to the Engineer. 19. EXAMINATION OF SITE: Bidders shall inform themselves of the conditions under which the work is to be performed, concerning the site of the work, the struc- ture of the ground,"the obstacles which may be encountered and all other rele- vant matters concerning the work to be performed and if awarded the contract, shall not be allowed any extra compensation by reason of other matter or things concerning which such bidder might have fully informed himself prior to the bidding, and the successful contractor must employ, so far as possible, such methods and means in carrying out his work, as will not cause any interruption or interference with any other contractors 20. RIGHT-OF-WAY: Wherever the Owner has unoccupied right -of -way which can be placed at the Contractor's disposal, no charge will be made therefor, but any additional ground, sidetracks, land places, pier privileges, wharves or yard space that the Contractor may require for his operations shall be provided by the Contractor unless otherwise specifically provided in these specifications or the contract. 21. SUPERINTENDENCE: Inspection will be done by the Engineer or his accredited representative. His decision shall be final as to the interpretation of all plans and specifications, and as to the quality and quantity of all material and workmanship furnished. Engineering superintendence will be furnished by the Engineer without expense to the Contractor for the construction period contemplated by the contract. In case the work shall not be completed until after the date stated in the contract and further superintendence is, in the judgment of the Engineer, necessary, the Contractor shall pay the Owner, as liquidated damages, the actual wages and necessary expenses of the superintendent for the additional period or periods required. In case extra work is ordered or changes made which will delay the completion of the work, it shall be the duty of the .Contractor to file claim for such necessary extension of time, which when approved, the Engineer shall duly extend the period of superintendence, 22. CONDEMNED WORK: The Engineer or his representative may direct the removal from the premises of any work or materials which he may reject as unsound, improper, or not in accordance with the specifications, and such work shall be replaced to his satisfaction, G - 3 REVISED OCTOBER, 1956 23. RATE OF PROGRESS: The work shall be carried forward at a rate that will, in the opinion of the Engineer, insure the completion of the work according to the Contract, The Contractor shall submit at such times as may be requested by the Engineer, sched- ules which shall show the order in which the Contractor proposes to carry on the work with dates at which the Contractor proposes to start the several parts of the work and estimated dates of completion of the several parts. If, in the opinion of the Engineer, the work is not progressing at a rate which will insure the completion of the several parts of the work within the time agreed upon and the whole work with- in the time specified in the Contract, then the Contractor shall employ such addi- tional means as may be directed by the Engineer or as may be required to insure the completion of the work within the time agreed upon, 24. APPLICATION FOR PAYMENTS: The Contractor shall submit to the Engineer, before any payment becomes due, an itemized schedule of quantities and values of the various classes of work involved and aggregating the total sum of the Contract; and supported. by such evidence as to its correctness as the Engineer may require, except in the case of unit price work, for which the unit prices apply. Application for each payment shall be made to the Engineer at least ten days before such payment falls due. Application shall be in such form and supported by such evidence as the Engineer may direct. Vouchers and receipts and payments by the Con- tractor for the work involved shall be furnished before payment is made to the Con- tractor, if required. 25. CERTIFICATES: If the Contractor has made application as above, the Engineer shall, not later than the date when such payment falls due, issue to the Contractor a cer- tificate for such amount as he decides to be properly dues No certificate issued or payment made to the Contractor nor partial or entire use or occupancy of the work by the Owner shall be an acceptance of any work or material not in accordance with this Contract, `26. PAYMENTS ON ACCOUNT: Not later than the 15th day of each calendar month the Owner will make partial payments to the Contractor on the basis of a duly certified ap- proved estimate of the work performed during the preceding calendar month by the Contractor, but the Owner will retain fifteen (15 %) per cent of the amount of each such estimate until final completion and acceptance of all work covered by this Contract, The Contractor shall pay (1) for all transportation and utility services not later than the 20th day of the calendar month following that in which such services are rendered; (2) for all materials, tools and other expendable equipment to the extent of eighty -five (85 %) per cent of the cost thereof, not later than the 20th day of the calendar month following that in which such materials, tools and equipment are delivered at the site of the subject project, and the balance of the cost thereof not later than the 30th day following the completion of that part of the work in or on which. ,-such materials, tools, and equipment are incorporated or used; and (3) to each of his sub - contractors, not later than the fifth day following each payment to the Contractor, the respective amount allowed the Contractor on account of the work performed by his sub - contractors to the extent of -each sub - contractor's interest therein, G - 4 27. FINAL PAYMENT: Final payment for the completed work will be made within . thirty (30) days after the'approval and acceptance of.the entire work by the Engineer and the Owner. 28. ERRORS IN PAYMENT: No error or oversight in the making of estimates or certificates shall relieve the Contractor from his obligation to do and complete the-work according to the true intent of these specifications and drawings, 29. PAYMENT WITHHELD: The Engineer may withhold, or on account of subsequent- ly discovered evidence, nullify the whole or a part of any certificate for payment to such extent as may be necessary to protect the Owner from loss on account of it. (a) Defective work not remedied. (b) Claims filed or reasonable evidence indicating probable filing of claims. (c) Failure of the Contractor to make payments promptly to sub- contractor or for material or labors (d) A reasonable doubt that the contract can be completed for the balance then unpaid. (e) Damage to another contractor. (f) Failure to_,.complete the contract within the time specified. When all the above grounds are removed, certificates shall at once be issued for amounts withheld because of them* 30, DEDUCTIONS FOR UNCORRECTED WORK: If the Engineer and the Owner deem it inex- pedient to correct work injured or done not in accordance with the Contract, an equitable deduction from the Contract shall be made therefore 31. LIENS: Neither the final payment nor any part of the retained percentage shall become due until the Contractor, if required, shall deliver to the Owner a complete release of all liens arising out of this Contract, or receipts in lieu thereof and, if required in either case, an affidavit that so far as he has knowledge or information the release and receipts include all the labor and material for which a lien could be filed; but the Contractor may, if any sub- contractor refuses to furnish a release or receipt in full furnish a bond satisfactory to the Owner, to indemnify him against any claim by lien or otherwise, if any lien or claim remains unsatisfied after all pay- ments are made, the Contractor shall refund to the Owner all monies that the latter may be compelled to pay in discharging such lien or claim, including all costs and attorneys* 32. ASSIGNMENTS: Neither party to the Contract shall assign the Contract or sublet it as a whole without the written consent of the other, nor shall the Contractor assign any monies due or to become due to him hereunder, without the previous written consent of the Owner. 33. EXTENSION OF TIME: All time limits stated in the Contract documents are of.the essence of the Contract. Upon receipt of written notice from the Contractor of the existence of causes over which said Contractor has no G - 5 REVISED OCTOBER, 1956 control and which must delay the completion of work, the Engineer may at his discre- tion extend the date specified for the completion of the work. No allowance will • be made to the Contractor for stoppage or suspension of the work by the Engineer un- less stoppage or suspension is due -to the fault of the Owner, then extension of time corresponding to the duration of stoppage or suspension will be allowed for the com- pletion of the works 34. GUARANTEE: The Contractor shall immediately repair or replace at his own expense any defective work caused by faulty workmanship or materials of which he is notified during the construction period or within one year after the date of final acceptance of the work, regardless of the previous approval and acceptance of the work. 35. CONTRACT SECURITY: The Contractor shall, at the time of the execution of the Contract and before commencing the work, furnish a bond in the full amount of this Contract in the form attached to the specifications as a security for the faithful performance of this Contract and for the payment of all liabilities arising under or on account of this Contract, 36, "HOLD HARMLESS" CLAUSE: The Contractor shall assume all liability and save the Owner harmless and indemnify him from every claim, action, cause of action, liabil- ity, damages, expense or payment by reason of any injury to person or persons in- cluding death suffered through any act or omission of the Contractor or any sub- contractor or anyone directly or indirectly employed by either of them in the prose- cution of the work or any portion thereof included in this Contract. 37. CONTRACTOR'S INSURANCE: The Contractor shall not commence work under this Contract until he has obtained all insurance required herein and such insurance has been ap- proved by the Owner, nor shall the Contractor allow any sub - contractor to commence work on his sub - contract until all similar insurance required of the sub- contractor has been so obtained and approved. All such insurance contracts shall be maintained throughout the life of this Contract and shall be evidenced by carrier's certificates filed with the Engineer, (a) Compensation Insurance The Contractor shall take out and maintain during the life of this Contract Workmen's Compensation Insurance for all of his employees employed at the site of the project, and in case any work is sublet the Contractor shall require the sub - contractor simi -. larly to provide Workmen's Compensation Insurance for all of the latter's employees unless such employees are covered by the Protection afforded by the Contractor. In case any class of employees engaged in hazardous work under this Contract at the site of the project is not protected under the Workmen's Compensation statute, the Contractor shall provide, and shall cause each sub - contractor to provide adequate insurance coverage for the protection of his employees not otherwise protected, (b) Public Liability and Property Damage Insurance The Contractor shall take out and maintain during the life of this Contract such Public Liability and Property Damage Insurance, including Contractor's Contingent or Protective insurance to protect the Contractor from damage claims arising from operations under this Contract, as shall protect him and any sub - contractor perform- ing work covered by.this Contract, from claims for damages for personal injury, G - 6 �t . REVISED OCTOBER, 1956 including accidental death, as well as from claims.for property damages which may arise from operations under this Contract, whether such operations be by himself or by any sub - contractor or by anyone directly or indirectly employed by either of them and the amounts of such insurance shall be as follows: Public Liability Insurance in an amount not less than $50,000.00 for injuries, including accidental death to ,any one person; and subject to the same limit for each person, in an amount not less than $100,000.00 on account of one accident, and Property Damage Insurance in an amount not less than $5,000,00. The Contractor shall require sub - contractors, if any, not protected under the Contractor's Insurance Policies to take out and maintain like insurance in like amounts. (c) Automobile Insurance The Contractor shall take out and maintain during the life of this Contract Automobile Public Liability Insurance in the amount of not less than $50,000.00 and $100,000.00 and Property Damage Liability Insurance in an amount of not less than $5,000.00 if any motor vehicles are engaged in operations within the terms of this Contract on the site of the work to be performed thereunder, covering the use of all such motor vehicles, unless such coverage is included in the in- surance required hereinbefore. (d) Fire Insurance The Contractor shall carry fire insurance from the beginning of the work to acceptance of the completed structure. The policies shall cover all work incorporated in the building and all materials for the same on or about the premises and shall be made payable to the Owner and the Contractor as their respective interests may appear. (e) Hail and Tornado Insurance The Contractor shall provide hail and tornado insurance as described under (d). 38. PROTECTION OF WORK: The Contractor shall have charge of the site and shall be responsible for the protection of his work during the execution of the Contract. He shall take charge of, and be responsible for any loss or in- jury from any cause, to any materials delivered on or in the vicinity of the work to be used thereon in connection with this Contract. The Contrac- tor shall protect his work from injury due to weather, frost, accident or other cause and shall immediately, after written notice is given him by the Engineer, repair any damaged work or replace such work with new work. All work shall be perfect upon completion of the Contract and shall be protect- ed by the Contractor until its final acceptance. The Contractor shall erect substantial barricades, fences, walks, shelters, provide and maintain danger signals and warnings where necessary and do G - 7 REVISED, OCTOBER 1956 whatever else may be necessary and shall observe and obey all laws and ordinances relating thereto, 39. ACCIDENT PREVENTION; Precaution shall be exercised at all times for the protection of persons (including employees and property). The safety pro - visions of applicable laws, building and construction code.shall be y observed, machinery, equipment, and all hazards shall be guarded or elimin- ated'in accordance with the safety provisions of the Manual of Accident Prevention in Construction, published by the Association of General Con - tractors of America, to the extent that such provisions are not in contra - vention of applicable law. 40. LAWS AND ORDINANCES* The Contractor shall comply with all the -laws, ordin- ances and regulations of the State, corporation or regularly constituted authorities insofar as such laws and ordinances apply to the work conteme plated by this Contracts 4,1. BUILDING CODE: The building code of the municipality where the work is to be done shall be considered a part of these specifications and shall be complied with by the Contractor. 42. NOTICES AND PERMITS° The Contractor shall give all necessary noti:ees and obtain all permits* municipal and otherwise necessary for carrying on the work, and shall pay-all- charges for permits, water used for all purposes, sewer and plumbing connections, repaving of streets, surveyor's fees and all expenses incidental thereto, as may be required for his works Ease- ments for crossing pavements and railroad tracks shall lie obtained by the. Owner, or the Engineer. 43, PATENTS.* The Contractor shall, for all time, secure to the Owner the free and undisputed right to the use of any and all patented articles or methods used in the work and shall defend at his own expenses any and all suits for infringement of any such patents, and in the event of adverse awards under patent suits the Contractor shall pay the awards6 44. SUB-CONTRACTORS: Sub - Contractors or any kind of agents of the Contractor shall be considered as employees of the Contractor and shall be governed as such, No portion of the work shall be sublet without the approval of the Engineer. Bidders are requested to submit with their proposal the name of the sub- contractors whose estimates were used in making up the bid and whom they propose to employ on the work. It is required that sub - contractors be approved by the Engineer, 45. OTHER CONTRACTORS; This Contractor, at an early date, shall confer with the other contractor whose work may affect his so as to promote harmony of worko any difference of opinion being arbitrated by the Engineer, The Contractor shall allow other contractors access to the site at all times as may be necessary for the proper carrying.out of their contracts. The Engineer shall determine the order in which the various contracts shall be carried on. G -8 . REVISED OCTOBER, 1956 46. CONTRACTOR'S FOREMAN: The Contractor shall give his personal supervision to the work of the Contract. When not personally present at the site he shall be represented at the site by a competent foreman who shall be given full authority to receive instructions from the Engineer and to act thereon r with reference to the Contractor. 47. INCOMPETENT _MEN: The Contractor shall at all times enforce strict discipline and good order among his employees and shall not employ on the work any unfit person or anyone not skilled in the work assigned to him. 48. METHOD OF PROCEDURE: All work shall proceed in the manner and sequence desig- nated by the Engineer, and under his direction and superintendence. 49. WASUREMENTS: The Contractor shall lay out all work from dimensions given on plans. The Contractor shall take measurements and verify dimensions of exist- ing (old) work, if any, that affect his work or to which his work is to be fitted. He alone'shall be responsible for the correctness of all measurements. 50. MATERIALS AND WORKMANSHIP: Unless otherwise specified, all materials shall be new and both workmanship and materials shall be of good quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. 51. MATERIALS AND SUBSTITUTION: When more than one kind of manufacturer of a material is specified the option shall be with the Contractor. Articles and materials specified by name shall be considered as standard, but it is not the intent to bar other makes of equal value and workmanship. However, no such substitution shall be made either before or after the taking of bids without the written consent of the Engineer. 52. SAMPLES: The Contractor shall furnish for approval samples as may be directed by the Engineer. The work shall be in accordance with approved samples. 53. ORAL MODIFICATION* No oral statement of any person, whomsoever he may be, shall in any manner or degree modify or otherwise affect the terms of these specifica- tions or the Contract for the work. Any changes shall, before being made, be stipulated and agreed to in writing by the parties to the Contract. 54. CUTTING, DIGGING. AND PATCHING: The Contractor shall do all cutting, fitting, or patching of this work that may be required to make its several parts come together properly and fit it to receive or be received by work of other Contrac- tors shown upon, or reasonably implied by, the drawings and specifications for the completed structure. The Contractor shall not endanger any work by cutting, digging or otherwise and shall not cut or alter the work of any other Contractor save with the consent of the Engineer. ffi�!z REVISED OCTOBER, 1956 55. OWNER'S RIGHT TO DO WORK: If the Contractor should neglect to prosecute the work properly or fail to perform any provision of this Contract, the Owner, after three days' written notice to the Contractor, shall without prejudice to any other remedy he may have, make good such deficiencies and may deduct the cost thereof from any payment then or thereafter due the Contractor pro- vided, however, that the Engineer shall approve both such action and the amount charged to the Contractor, 56. OWNER'S RIGHT TO TERMINATE CONTRACT: If the Contractor should be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors; or if a receiver should be appointed on account of his insolvency, or if he should persistently or repeatedly refuse or fail to supply properly skilled workmen or proper materials, in the judgment of the Engineer, or if he should fail to make prompt payment to sub - contractors or for material or labor, or persistently disregard laws, ordinances of the instructions of the Engineer, or otherwise be guilty of a substantial violation of any provision of the Contract; then the Owner, upon written certificate of the Engineer that sufficient cause exists to justify such action, may without prejudice to any other nights or remedy, and after giving the Contractor and sureties seven (7) cry _ricten notice, terminate the employment of the Contractor and take pos- session of the premises and of all materials, tools, and appliances thereon and finish the work by whatever method he may deem expedient. In such case the Contractor shall not receive any further payment until the work is finished. If the unpaid balance of the Contract price shall exceed the expense of finish- ing the work, including compensation to the Engineer for his additional services, such excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor shall pay the difference to the Owner. The ex- pense incurred by the Owner as herein provided, and the damage incurred through the Contractor's default shall be certified by the Engineer, 57. WRITTEN NOTICE: Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an of- ficer of the corporation for whom it is intended, or if delivered at or sent by registered mail to the last business address known to him who gives the notice. 58. PROPOSALS: Bids will be received in accordance with the notice given. Proposals shall be made in the form of the blanks attached to the specifications. Each bidder shall be prepared to submit, when required, a written statement showing the plant and machinery he has available for this work and citing work of similar character and proportions which have been accomplished by the Contractor making the bid and which may be examined by the Owner or the Engineer. This statement shall also contain evidence of the bidder's financial ability to execute the work and of his ability to provide the necessary bond, The Owner reserves the right to reject any or all proposals. 59. "OR EQUAL" CLAUSE: Whenever, in any of the Contract Documents, any article, appliance, device or material is designated by the name of the manufacturer or vendor or by any propriety name and such name is not followed by the words "or equal ", it shall be deemed that such words do follow such designation, un- less the context clearly requires a contrary designation or construction. Any article or materials equaling the standards fixed may be used in place of that G - 10 Ak REVISED OCTOBER, 1956 specifically mentioned by the specifications, provided that the material proposed is first submitted to and approved by the Owner or its authorized representative. 60. CLEANING UP: The Contractor shall keep the work, streets, alleys, and grounds at all times free from rubbish, surplus and waste materials caused by any opera- tions under his charge, clean up the building, grounds gnd streets and leave the work perfect in every respect. 61. EXTRA WORK DONE BY FORCE ACCOUNT: If the value of extra work can not be determined by methods outlined in Item 18 "Changes" the Owner may order the work to proceed by Force Account. In such case the Contractor shall keep and present a correct amount of the net cost of labor and materials together with vouchers, in such form as the Engineer may direct. The Engineer shall certify to the amount of labor and materials only plus twenty (20 %) per cent for overhead, profit and incidentals. If equipment rental or equipment operating costs are involved in the matter, the Contractor shall submit to the Owner and the Engineer before beginning work a list showing hourly cost of operation of such equipment. Extra work shall be done at this hourly rate plus fifteen (15 %) per cent for overhead, profit, and incidentals. 62. LINES AND LEVELS: The Engineer shall furnish all necessary lines, levels, bench marks and do all instrument work necessary for the proper location of the various parts of the work. The Contractor shall make and be responsible for all measure- ments from the adjacent established lines, levels or bench marks. Such lines, levels or bench marks, will, in general, be given above grade. The Fontractor shall furnish the Engineer with such competent assistants as the Engineer may require for any and all survey work in connection with this Contract; _ 63. INSTRUMENTS: The Contractor shall provide and keep constantly upon the work such first class instruments as are required in verifying and establishing lines, levels, etc., and shall see to it that the foreman on the work is.thoroughly conversant with their use. 64. SCREENS AND TEMPORARY HEAT: The Contractor shall furnish all equipment, fuel, and labor necessary for properly heating the required buildings during construction and shall keep such buildings heated as may be necessary for the proper execution of the work. The Contractor shall also furnish and maintain such temporary closures as may be necessary for the proper heating and protection of the work. 65. CONVENIENCES FOR WORKMEN: The Contractor shall furnish and maintain a temporary water closet or privy of the type and location approved by the Engineer, and allow the same to be used by every person doing anything relative to such build- ing and carry out directions relative to such water closet or privy and shall remove same when directed by the Engineer. A screen shall be placed in front of the door of the water closet. 66. CEMENT SHED: Where required by the "SPECIAL PROVISIONS ", the Contractor shall provide and erect an absolutely weather -tight cement shed with double floor raised off the ground, and of such dimensions that there shall be ample room for the storage of full consignments of cement, in such quantities as may be required to carry the work on expeditiously. See also Specifications on "Concrete Construction ". G - 11 REVISED OCTOBER, 1956 67. CONTRACTOR'S AND SUPERINTENDENT'S OFFICE: Except where otherwise directed the Contractor shall provide and erect a suitable weather -tight house or office of approved size and sufficiently lighted. The house shall consist of two rooms (one for Contractor's office and one for Superintendent in charge) with inter- communicating door and wicket window with shelf for telephone set in dividing partition. The Superintendent's office shall have a double floor raised above the ground. It shall be properly fitted with a large table for filing of drawings, specifications, etc.; the Contractor shall provide telephone service, heat and light. G - 12 FORM OF AGREEMENT THIS AGREEMENT, made and signed this day of by and between the of hereinafter called the "Ovine'" and hereinafter called the "Contractor ". THIS AGREEMENT WITNESSETH, that the Owner and the Contractor, for the consideration hereinafter stated, agree as follows ARTICLE I. The Contractor hereby covenants and agrees to perform and execute all the provisions of the plans and specifications as prepared by the Banister Engineer - ing Company of St. Paul, Kinanesota, and indicated below under Article IV, as approved by the Garner for and to do everything required by this agreement and the contract documents. ARTICLE II. The Contractor agrees that the work contemplated by this contract shall be fully and satisfactorily completed on, or before 119. - • )ARTICLE III. The Cosner agrees to pay and the Contractor agrees to receive and accept payment in accordance with the prices bid for the unit or lump sum items as set forth in the conformed copy of Proposal Form hereto attached, which prices shall conform to those; in the accepted Contractor's proposal on file in the office of the Clerk of the aggregate of which prices, based on the approximate schedule of quantities, is estimated to be $ Monthly and final payment shall be made as provided in the General Conditions. ARTICLE IV. The Contract Documents shall consist of the following component parts., 1. The Proposal Form (conformed copy) 2. General Conditions of the Specifications for Public Improvements. 3. Special Provisions, (if any) 4. Specifications 5. Plans and drawings which are attached to the Specifications or which are identified as Sheets 1 to fora 6. Addenda No. through 7. Contract Bond 8. This .Agre.emennt. This Agreement, together with the documents hereinabove mentioned, form the Contract, and all documents are as fully a part of the Contract as if attached hereto or here - , in repeated. G - 13 IN WITNESS WHEREOF, the parties to this agreement have hereunto set their hands and seals as of the day and year first above written, ` (Seal) THE OF By Mayor By , Attest: Clerk (Seal) ,Contractor By (Title) In the presence of: G - 14 a 4 PERFORMANCE AND PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS that We, , as Principal and (a corporation certified by the Minnesota Commissioner of Insurance and authorized to act as a surety as provided in Minnesota Statutes Section 71631 and 574.15), as Surety, are held and firmly bound unto the of , a Minnesota municipal corporation, hereinafter called the "Obligee ", for the use of the Obligee and.of all persons and corporations doing work or furnishing skill, tools, machinery, materials or insurance premiums, or equipment or supplies, for any camp maintained for the feeding or keeping of men and animals engaged under, or for the purpose of, the contract described below, in the amount of . DOLLARS ($ ), for the payment of which well.and truly to be made we bind ourselves, and each of us, and our, and each of our, successors and assigns, jointly and severally, firmly by these presents. WHEREAS the Principal has entered into a written contract with the Obligee dated , 19 , for: the regularity and validity of which is hereby affirmed and for. which a bond is re- quired by Minnesota Statutes, Section 574926; NOW, THEREFORE, if the Principal shall perform and complete said contract in accord- ance with its terms and shall pay,'as they may become due, all just claims for such work, tools, machinery, skill, materials, insurance premiums, equipment and supplies, and sha 1 save the Obligee harmless from all costs and charges that may occur on account of the doing of the work specified and for the enforcing of the terms of this bond if action is brought hereon, including reasonable attorney's fees, in any case where such action is successfully maintained and for the compliance with the laws appertaining thereto, then this bond shall be void, but otherwise shall remain in full force and effect. No assignment, modification, or change in the contract, or change in the work ,covered thereby, nor any extension of time for completion of the contract, shall re- ,lease the Surety on this bond. Sealed with our seals and dated this day of ,19 , Witnesses to Contractor's signature: (Seal of Contractor) ( if a corporation) Witnesses to Surety's signature: G -15 By and By Principal (Name of Contractor) Its Its Surety Its CERTIFICATE OF ACKNOWLEDGEMENT BY PRINCIPAL (For use where Contractor is Individual or ]partnership) STATE OF MINNESOTA ) SS COUNTY OF ) On this day of 19 , before me personally appeared to me known to be the person_ described in and who executed the foregoing bond, and acknowledged that he executed the same as free act and deed. Notary Public (Notarial Seal) CERTIFICATE OF ACKNOWLEDGEMENT (For use where Contractor is a Corporation) STATE OF MINNESOTA ) SS COUNTY OF—. ) On this day of 19 , before me personally appeared and to me personally known, who, being by me duly sworn, did say that they are respectively the of ; that the seal affixed to the foregoing instrument is the corporate seal of said corpora- tion, and that said instrument was executed in behalf of the corporation by authority of its Board of Directors, and said and acknowledged the instrument to be the free act and deed of said corporation, Notary Public (Notarial Seal) Fu11'Name of Surety Company Home Office Address 9 9 Name of Attorney -in -fact Name of Local Agency Address of-Local�Agency If this bond is executed outside -of the State of Minnesota, it must be countersigned on the Performance Bond by a Minnesota resident agent of the Surety Company, i 1 9 Name of Agent affixing countersignature Address MEMORANDUM: Affix here Power of Attorney and Acknowledgement of Corporate Surety. G - 16 FORM 239 SERTELSON BROS. . 1 DEPARTMENTAL CORRESPONDENCE DATE 19/24/57 SUBJECT Complaint from Mrs. Leo Fink -Says she 'is going to go to the council II To Gretchen Alden DEPT FROM Winnie Bemis DEPT Water Dept. She moved from 4719 Townes Road (Account 1496) Where she had paid the sewer charge to Not.1 To 6041 Zenith (Account 1 -926) where sewer was paid by the previous occupant tom Oct. 1 She wanted a credit transferred to the account where she now lives. Our policy is "No'refund on sewer" I asked Ben and he said we could not start that for her. At first she accused the Village of being crooked and charging double. I was able to explain that to her satisfaction. I invited her to come in and see how we handled the transfer of accounts., so she would have the whole picture before judging. She thinks this would have been brought out "in the light" long ago gut no one was smart enough to realize what we were doing ? ? ? ?? VILLAGE OF EDINA 4801 W. 50th St. Edina 249 Minn. December.3, 1957 Wallace 8 Tiernan, Inc. 25 plain Street Belleville 9, New Jersey Gentlemen: We are returning herewith your Oertifled Check No. 003910, $1,000 submitted with your bid of September 24, 1956 , on a Chlorinators and Fluoridators Thank you for submitting your bid. Y very truly, Village Clerk Sorry to.be so late with this return. MAGE OF EDINA 4801 WEST FIFTIETH STREET 0 EDINA, MINNESOTA Certified Check filed with Bids of Sept -ember 24, 1956, for Chlorinators and Fluoridators; Wallace & Tiernan, Inca t 1 �� 1 ". BANISTER ENGINEERING CO. CONSULTING ENGINEERS ` 1 5 4 9 U N I V E R S I T Y AVENUE ST. PAUL 4. MINN. PHONE: MIDWAY 6 -2612 1 June 5j 1957 RE: EDINA, MINNESOTA Village Manager WATERWORKS 4801 W. 50th Street Our Filed 05531 Edina 24, Minnesota Dear Sir: -- This letter constitutes a report as to the statue of the new well on Hanson Road (Well No. 9) and presents certain facts and data from which it Is requested that a decision be made. The well has now been drilled to a depth of approximately 1 feet which is''180 feet deepest than originally anticipated. This increase in depth ° suitod• from the actual ground and rock formations being at different dept tuns than was antici- pated at the time the specifications were prepare4. The well was drilled 24" in diameters to a 16" casing to this same depth of 563 feet . as well as about 34 feet of the St. Lahr Jordan sandrock. Most of the Dresbach d "open hole ". This well is of substantial Fridley with the exception that it is 205 tion (St. Lawrence sandrock) at 4dt -- i k c 3 feet and Us been cased with a IS Jor sandrock has all been cased off Tile which lies immediately below the ioall of the Hinckley sandrock are he onstruction ae the new well at and part of the Dresbach forma - dL The well has been tested and sently wi yie1 "00 GYM or More. The limit of 800 GPM is fined by the present test . The ca ity can be increased somewhat by blasting but this will result in a sli increase jol cost. The big problem is t quat er is considerably poorer than was anticipated. Based on the wadi s at Fridley ; was anticipated that water would be obtained having a very low iron c ent and a rdness of about 12 grains. The analysis of the water from this new well act lly at a ardaess of 18.1 grains and 1.8 p.p.m. of iron, which is substantially the ity f water as from your other wells. It, therefore, is evi- dent-that some of water oming from the Dresbach formation which is not no ^.a sealed off and results in hardness and higher iron content than was anticipated and is desired. Four.alternates Present themselves as follows: 1. The 16" casing could be pulled back to expose both the Jordan sandrock and the Shakopee limerock. This Mould expose the Shakopee limorock which would contribute a possible source of pollution. A surface reservoir would have to be constructed for disinfection. The yield can reasonably be an- ticipated to be about 1000 to 1200 GPM. The cost of pulling the 16" casing would approximately be offset by the salvage value of the casing reclaimed. 2. Pull back the 16" casing to expose only the ,Jordan dandrock. This would Page 2 - letter to June 5, 1957 \ Village Manager C Edina, Minnesota \ result in a lower yield than is desired and would probably require placing a screen at a cost of approximately $59000.00. Because the water from the Jordan sandrock will stand at a higher elevation it is probable that the Jordan yield cannot be added to the yield of the Dresbaeh and Hinckley formation already available. 3. Keep the well substantially as it is except to blast, thereby in- creasing the capacity. This will result in a yield of 1000'to 1200 GPM and will give a water of the quality outlined, which is approxi- mately comparable to the water of the other wells but is of a poorer quality than desired. The cost of blasting is estimated at $1200.00 to $1300.00. 4. Seal.off the Dresbath formation completely with a 10" liner and grout and then blast only in the Hinckley formation. This would probably result in a water of the quality desired but the yield would probably be is the range of only 700 to 800 GPM. The additional cost for plae+ ins the 10" liner and blasting is-estimated at approximately $6400.00 to $6500.00. e decision which must now be reached is whether to seek the greatest quantity of water thout basic regard for quality or to obtain a slightly lesser quantity and obtain a better quality. A 700 GPM yield from the new well will result in water pumpage, on a 4-hour basis, of slightly over one million GPD, which is close to the daily hater con - umption of the Village for approximately nine months of the year. At present the money expended for the n w well plus the money encumbered to complete it according to the original specifications is approximately $54,000.00. It is the writer's opinion that Alternates 1 and 2 are not advantageous to the Village and that the choice rests between Alternates 3 and 4. lternate 3, which would result in an expected yield of 1000 to 1200 GPM with the poorer lity of water, will result in the final cost of the well being approximately $35,300.00. is results from the sum of money required to increase the yield bi blasting.plus the amount of money spent and encumbered. Alternate 4, which provides a somewhat lesser "yield, but r better quality, is- estimated to cost approximately $409000.00 which is the sum of money already expended and encumbered Plus the cost of placing a liner through the Dreebach formation and blasting. It is possible that the yield from the well, under Alternate 40 can be increased to about 1000 GPM but such is not probable based on information available. This matter has been reviewed with Dr. Schwartz of the Geology Department of the University of Minnesota. Dr. Schwartz states that it is reasonable to assume at least 700 to 800 GPM-from only the Hinckley formation (this gives the good quality of water) but it is not reasonable to assume any appreciable larger quantity. It is my opinion that the Village should obtain the better quality of water because the Page 3 + letter to June 50 1957 Village Manager Edina. Minnesota a need for future treatment can be minimized.. However, the cost to greater than a originally anticipated and.ift you feel that greater volume should be obtained then Alternate 3 should be followed. a Will you please advise as to your decision. Respectfully submitted, BANISTER ENQXFRIN ANY V By A. W. Banister 9 AWBIed a BANISTER ENGINEERING CO. CONSULTING ENGINEERS - 1 8 4 B U N I V E R S I T Y AVENUE ST. PAUL 4. MINN. PHONE: MIDWAY 6.2612 April 3, 1957 RE: EDINA, MINNESOTA WATERWORKS Our File: #5531 W. C. Hyde Village Manager 4801.W. 50th St. Edina 24, Minnesota Dear Mr. Hyde: Enclosed find Contractor's Estimate No. 1 for work up to April 1, 1957, for work done on the new well by Keys Well Drilling Company. This is a partial payment in- accordance with Section 26 of the General Conditions of the Specifications. Yours very truly, BANISTER ENGIN ING COMPANY By A. W. Banister AWB /ed enc. f. Water Supply Edinats village water comes from eight wells capable of producing nine million gallons of water l per day, is transmitted to 39'859 customers through a net work of 65 miles of mains, and is stored in two tanks with a total•cepacity of one million r gallons. I The water supply problem is complicated by ,r. three facts - the tremendously great, amounts of water used in supmner, the comparatively high iron content of the water, and the existence of several i dead."nd mains.where circulation of water is ex- I' tremely slow. All of these factors result in many ;. ,users having been.plagued with "red" water caused from heavy concentrations of iron, and in occasion- al odors in the water. The following steps are being taken to provide a more, satisfactory water, after receipt in June, 1956, from a consulting engineer,'of-."a complete re- port on the water problem and,.recorim►endations. 1. All water is being.chlorinated. 2. All water is being treated with polyphos- phate. 30 Plains are being flushed.regularly to speed up the removal of iron and iron bacteria now in the mains. 4..All water is being fluoridated. 5. Plans are being -made to gradually eliminate all dead -end mains, and to install no addi- tional mains which do not have complete circulation. 6..A new well is being drilled to a depth of approximately 19000 feet, to reach a supply of water which should be only half as hard and practically iron free. Present wells - are from 400 to 500 feet in depth. 7. The oldest-of the eight wells has bben taken out,of .service and the well at the.junior high school has been completely overhauled and "gravel. packed" to eliminate sand in the water. - (Water bills must be paid;by the 15th of the month in which billed to receive the discountl) MMMMM� '', Water Supply Edina's village water comes from eight wells capable of producing nine million gallons of water per day, is transmitted to 39859 customers through a net work of 65 miles of mains, and is stored in two tanks with a total capacity of one million gallons. The water supply problem is complicated by three facts - the tremendously great amounts of water used in summer, the comparatively high iron content of the water, and the existence of several deadeend mains where circulation of water is ex- tremely slow. All of these factors result in many users having been plagued with "red" water caused from heavy concentrations of iron, and in occasion- al odors in the water. The following steps are being taken to' provide a more satisfactory water, after receipt in June, 1956, from a consulting engineer, of a complete re- port on the water problem and recommendations. 1. All water is being chlorinated. 2. All water is being treated with polyphos- phate. 3. &iains are being flushed regularly to speed up the removal of iron and iron bacteria now in the mains. 4. All water is being fluorinated. 5. Plans are being made to gradually eliminate all dead -end mains, and to install no addi- tional mains which do not have complete circulation. 6. A new well is being drilled to a depth of approximately 19000 feet, to reach a supply of water which should be only half as hard and practically iron free. Present wells are from 400 to 500 feet in depth. 7. The oldest of the eight wells has bieen taken out of service and the well at the junior high school has been completely overhauled and "gravel packed" to eliminate sand in the water. (Water bills must be paid by the 15th of the month in which billed to receive the discount!) Water Supply Edina•s village water comes from eight wells capable of producing nine million gallons of water per day, is transmitted to 39859 customers through a net work of 65 miles of mains, and is stored in two tanks with a total capacity of one million gallons. The water supply problem is complicated by three facts - the tremendously great amounts of water used in summer, the comparatively high iron content of the water, and the existence of several deadeend mains where circulation of water is ex- tremely *low. All of these factors result in many users having been plagued with "red" water caused from heavy concentrations of iron, and in occasion- al odors in the water. The following steps are being taken to provid4 a more satisfactory water, after receipt in June, 1956, from a consulting engineer, of a complete re- port on the mater problem and recommendations. 1. All water is being chlorinated. 2. All water is being treated with polyphos- phate. 3. Mains are being flushed regularly to speed up the removal of iron and iron bacteria now in the mains. 4. All water is boing fluorinated. 5. Plans are being made to gradually eliminate all dead -end mains, and to install no addi- tional mains which do not have complete circulation. 6. A new well is being drilled to a depth of approximately 1,000 feet, to reach a supply of water which should be only half as hard and practically iron free. Present wells are from 400 to 500 feet in depth. 70 The oldest of the eight wells has been taken out of service and the well at the junior high school has been completely overhauled and "gravel packed" to eliminate sand in the water. (Water bills crust be paid by the 15th of the month in a which billed to receive the discount!) Lloyd Wick, 8347 Nicollet-Avenue, wants his bid bond back. PUMP HOUSE WA'PER SUPPLY WELL -Rhos CLOSE FEB. 11 Edina, Minn. NOTICI' IS HEREBY GIVEN that sealed, bids will be received and opened in the' office of the Village Manager in the Edina Village Hall, 4801 1V. 50th Street, at 11:00 A.M., \Monday, February 11, 1957. The Edina Village Council will meet at 7:30 P.M. on Monday, February 11, 1.957, to consider said bids, being for the following: One til'ater Supply Z \'ell (Well No. 9) Work must.be done as described in plans and specifications on file in the office of the Village Clerk. Plans and specifications are available from the Village Engineer or offices of the Ban - ister.Engineering Company of St. Paul, for a deposit of $10.00, which deposit will be refunded to actual bidders upon return of said plans and specifications: No bids will be considered unless sealed and filed with undersigned before 11:00 A.M., Monday, February 11, 1957, ac- companied by cash deposit, bid bond or certified check payable to the Village Clerk in an amount of at least ten (10 %) per cent of amount of base bid. The Council reserves the right to re- ject any or all bids. BY THE ORDER OF THE VILLAGE COUNCIL GRETCHEN S. ALDEN, Village Clerk (Thies notice first appeared Jan- * 31) Construction Bulletin 1022 Lumber Exch., Minneapolis, Minn. is the only paper furnishing complete N o construction news. It is closely read every week by architects, engineers, contractors builders, mate - ripl men and bond buyers. Official advertising, 20 cents per line each insertion. This Inclndes 1. Publication of the call for bids in the Construction Bulletin. 2. A copy of the Bulletin containing your ad. 3. Listing of the closing date of Your work in an Index of Proposals for convenient use of contractors. 4. Fifteen separate printed copies of the ad mailed to you for your own use. PUMPHOUSE —BIDS CLOSE. FEB. 11 Edina, Minn. NOTICE IS HEREBY GIVEN that sealed bids will be received and opened in the office of the Village Manager in the Edina Village Hall, 4801 W. 50th Street, at 11:00 A.M., Monday, February 11. 1957. The Edina Village Council will meet at 7:30 P.M. on Monday, February 11, 1957, to consider said bids, being for the following: One Pump House to house present Well No. 7 and pump near Sher- wood Road, Downing Street and Highway 169. Work must be done as described in plans and specifications on file in the office of the Village Clerk. Plans and specifications are available from the Village Engineer or offices of the Ban- ister Engineering Company of St. Paul, for. a deposit of $10.00, which deposit will be refunded to actual bidders upon return of said plans and specifications. No bids will be considered unless sealed an-1 filed with undersigned before 11:00 A.M., Monday, February 1.1, 1957, ac- companied "by cash deposit, bid bond or certified check payable to the Village Clerk in an amount of at least ten (10 %) per cent of amount of base bid. . The Council reserves the right to re- ject any or all bids. BY THE ORDER OF THE VILLAGE COUNCIL GRETCHEN S. ALDEN, Village Clerk ('Phis notice firxt appeared Jan. 31) Construction Bulletin 1022 Lumber Exch., Minneapolis, Minn. is the only paper furnishing complete Northwest construction news. It is closely read 'every week by architects, engineers, contractors, builders, mate- rial men and bond buyers. Official advertising, 20 cents per line each insertion. This Includes 1. Publication of the call for bids in the Construction Bulletin. 2. A copy of the Bulletin containing your ad. 3. Listing of the closing date of Your work in, an Index of Proposals for convenient use of contractors. '4. Fifteen separate printed copies of the ad mailed to you for your own use. I 0 � 1 M (Official Publiaction) VILLAGE OF EDINA HENNEPIN COUNTY, MINNESOTA ADVERTIIiEMMENT FOR; BIDS NOTICE IS HEREBY GIVEN that sealed bids will be received and op- ened in the office of the Village Manager in the Edina Village Hall, 4801 W. 50th Street, at 11:00 a.m., Monday, February 11, 1957. The Edina Village Council will meet at 7:30 p.m. on Monday, Feb- ruary 11. 1957, to consider said bids, being for the following: One pump house to house pres -, ent Well No. 7 and pump near Sherwood Road, Downing Street and Highway 169. Work must be done as described In plans and specifications on file in the office of the Village Clerk. Plans and specifications are available from thEr Village Engineer or offices of the Com- pany Banister ny of St Paul, Efor nae o depos t Of $10.00, which deposit will be refund- ed to actu said Plans and specifications. No bids will be considered unless sealed and filed with unsigned before 5711::00 a.m. Monday, February ac- companied by cash deposit, bid bond or certified check payable to the Vil- la,ge Clerk IQ ) in . per n amount least cent of j amount of base bid. The, Council reserves the right to reject any or all bids. BY THE ORDER OF THE VILLAGE COUNCIL GRETCHEN S. ALDEN Village Clerk (Jan. 31 -Feb. 7) —EC I 1 (Official Publication) VILLAGE OF EDINA HENNEPIN COUNTY, MINNESOTA ADVERTISEMENT FOR BIDS WATER SUPPLY WELL NOTICE IS HEREBY GIVEN that sealed. bids will be received and op- ened in the office of .the Village Manager in the Edina Village Halt, 4801 W 50th Street at 11:00 a.m., Monday, February 11, 1957. 1 The Edina Village Council will meet at 7:30 P.M. on Monday, Febru- ary 11, 1957, to consider said bids. being for the following: One Water Supply Well (Well No. 9 ) Work\ must be done as described in plans and specifications on file in the office of the Village Clerk. Plans and specifications are available from the Village Engineer or offices of the Banister Engineering COM- pany o o 10.00, which deposit Will be deposit fund- ed to actual bidders upon return of said .plans and specifications. No bids will be considered unless seal- ed and filed with undersigned' d'befo7. 11:00 a.m. Monday, February accompanied by cash deposit, bid bond or certified check payable to the Village Clerk in an amount of at least ten (10 %) per cent of the amount of base bid: The Council reserves the right to reject any or all bids. BY THE ORDER OF THE VILLAGE COUNCIL GRETCHEN S. ALDEN. Village Clerk (Jan. 31 -Feb. 7) —EC 7-11nry 11 _ ,1957 Date Honorable Village Council Edina, Minnesota Gentlemen: The undersigned, being familiar with your local conditions, and having made all necessary field investigations, and being familiar,with all other factors affect- .__�_, -- ing the conditions'�and costs for the project, hereby proposes-to furnish all labor: - materials, equipment, tools, skills, and all else necessary to completely construct: the Pump House upon which we are bidding in accordance with the plans and spe ifi- cations prepared for the work by the Banister Engineering Company, 1549 Univer ity Avenue, St. Paul 4, Minnesota, and on file in the office of your Village Manage ., dated January 28, 1957, as follows:` - BASE BID General Contract.. One Complete Brick Pump House - for: -the lump sum of TW 1 Xt eeli7 Tb o is and "RemAr lluiA ted And— DOLLARS +'erty -Tw nrld Thirty Seven CENTS $ 13 449.12 ALTERNATE BID General Contract One Complete Frame Pump House - for the lump sum of Twp ye ' Thn.0 sand Nina. H indred and DOLLARS Fifty Rive and Fnrty Eight CENTS i P. 955.48 In preparing my /our bid the following unit prices have been used.and shall apply for any changes encountered: (prices are for'any or all contracts bid and shall be filled in only for the contracts to which they apply). Dry Excavation l $ 9.22 /cu.-yd. Footing Concrete (Incl. forms) $ 43 60 /cu, yd. Wall Concrete (Incl. forms) $ 79. C, /cu. yd, Slab Concrete (Intl, forms) _ $ '��49? /cu. yd. Reinforcing Steel q /lb. -� P 1 i If awarded this contract, I /we agree to start work according to the following schedule and to complete work according to the following schedule: START WORK ( DATE) COMPLETE WORD (DATE) Ease Bid m Brick Pump House Alternate Bid o Frame Pump Rouse Accompanying this bid is a (bidder's bond) (certified check) (cash deposit) in the amount df Sego» uundred X- Reu-nt FiWLARS CENTS ($ 725-00 ) which is at least 5% of the amount of my /our bid made pay- able to the Village of Edina, Minnesota, and the same is subject to forfeiture in the event of default on the part of the undersigned or failure on the part of the undersigned to execute the prescribed contract and bond within fifteen (15) days after its submittal to me /us. In submitting this bid it is understood that the Village retains the right to reject any and all bids and to waive irregularities and informalities therein and to award the contract to the best interests of the Village. In submitting this bid it is understood that the payments will be by cash or cheek.,: It is understood that bids may not be withdrawn for a period of thirty (30) days after the date and time set for the opening of bids. It is understood that the Village Council reserves the right to retain the certified check or .bond of the three lowest bidders as determined by the Village Counci; for a period not to' exceed thirty (30) days after the date set for the opening of bids. REMARKS: I stock items are used above work will ,be completed April 30, 1957•. You may also deduct difference between material costs on special or stock items® Respectfully. submitted, ��- Corporation) An Individual) Name of Eidder (A. A Partnership) By G. H. L•incwa111 Title Ovine£, General Contractor P - 2 f BANISTER ENGINEERING CO. I CONSULTING ENGINEERS 1 8 4 9 UNIVERSITY A V E N U E ST. PAUL 4. MINN. PHONE: MIDWAY 6.2612 January 28, 1957 RE: EDINA, MINNESOTA WATERWORKS Our File: #5531 Warren C. Hyde, Village Manager Edina 4801 West 50th St. Minneapolis 10, Minnesota Dear Mr. �yde : Enclosed find four (4) copies each.of two separate Ads for Bids, the first being for a new Well and the second for the Pump House over Well No. 7. It is our understanding that you will cause these to be published in both your official newspaper and in the Construction Bulletin. Yours very truly, BANISTER ENG N I CO BY A. W, Banister AWB /ed enc. MAL ��