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HomeMy WebLinkAbout14- Change Order No. 1 Johnston Excavating for 2012 Water RenovationsCOMMISSION RESOLUTION NO. 4548 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOZEMAN, MONTANA, APPROVING ALTERATION/MODIFICATION OF CONTRACT WITH JOHNSTON EXCAVATING, INC., BOZEMAN, MONTANA. WHEREAS, the City Commission did, on the 18th day of July 2012, authorize award of the bid for the City of Bozeman 2012 Water Renovations project, to Johnston Excavating, Inc., Bozeman, Montana; and WHEREAS, Section 7-5-4308, Montana Code Annotated, provides that any such alterations or modifications of the specifications and/or plans of the contract be made by resolution; and WHEREAS, it has become necessary in the prosecution of the work to make alterations or modifications to the specifications and/or plans of the contract. NOW, THEREFORE, BE IT RESOLVED by the City Commission of the City of Bozeman, Montana, that the proposed modifications and/or alterations to the contract between the City of Bozeman, a municipal corporation, and Johnston Excavating, Inc., as contained in Change Order No. 1, attached hereto, be and the same are hereby approved; and the City Manager is hereby authorized and directed to execute the contract change order for and on behalf of the City; and the City Clerk is authorized and directed to attest such signature. 1 of 2 Resolution No. 4548, Change Order I for 2012 Water Renovations PASSED AND APPROVED by the City Commission of the City of Bozeman, Montana, at a regular session thereof held on the 11 m day of August, 2014, ATTEST HOZ OKx STAC City Cl liJ :.^ l� JEFF K USS Mayq APPROVED AS TO FORM: City AN 2 of 2 CHANGE ORDER DATE OF ISSUANCE Contract: 2012 Water Renovations Project: Same ENGINEER City of Bozeman You are directed to make the following Description: All work described in the Reason for Change Order: Changed conditions. No. 1 EFFECTIVE DATE CONTRACTOR Johnston Excavating, Inc ENGINEER's Contract No. in me t-ontract I correspondence. Attachments: (List documents supporting change) CHANGE IN CONTRACT PRICE: Original Contract Price $ 471 232.00 Net Increase (Decrease) from previous Change Orders No. 0 to 0 $ 0.00 Contract Price prior to this Change Order: $ 471,232 Net increase (decrease) of this Change Order: $ 19,000.00 Contract Price with all approved Change Orders: $ 490.232.00 CHANGE IN CONTRACT TIMES: Original Contract Times: Substantial Completion: 90 Ready for final payment: 90 (days or dates Net change from previous Change Orders No. 0 to No. 0 : Substantial Completion: 0 Ready for final payment: 0 (days) Contract Times prior to this Change Order: Substantial Completion: 90 Ready for final payment: 90 (days or dates Net increase (decrease) this Change Order: Substantial Completion: 7 Ready for final payment: 7 (days) Contract Times with all approved Change Orders: Substantial Completion: 97 Ready for final payment: 97 (days or dates) Contractor certifies and agrees that there are no additional costs or claims for extra work, additional time, delays or omitted items, of any nature whatsoever, associated with the subject change order items, except as identified and set forth herein and unless expressly stated otherwise in the Change Order. And further, that the price agreed-upon herein represents the full cost and value for the subject work performed and the materials supplied under the terms of the contract and that the -work and value were properly determined and are correct. CONTRACTOR (Authorized Signature) Dat�� Z06c.v-,�—J, 44atIt\h RECOMMEN ED BY: P OVE BY: 90 q B-IY l�f '(ENGINEER/Signature) Dat OWNER (Authorized Signature) Date EJCDC 1910-8-B (1996 Edition Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America and the Construction Specifications Institute. Page 1 of 2 C:\Users\tim_cWppData\Local\Microsoft\Windows\Temporary Internet Files\Confent.OuUook\3T7M7CJE\Change Order 1.doc RoIID(P,`rf J. QlIAIl;C n Attorney & Counselor at Law 2405 West Main Street, #4 Bozeman, Montana 59718 July 2, 2014 Tim Cooper Y.O. Box 1230 Bozeman, MT 59771-1230 Phone: (406) 586-5956 Fax: (406) 586-5955 RE: JOHNSTON EXCAVATING / CITY OF BOZEMAN; 2012 WATER RENOVATION PROJECT Tim: The purpose of this letter is to present a formal proposal for settlement of all outstanding items connected with the above- mentioned construction project. After considerable discussion between Craig Woolard, Johnston Excavating and yourself, we have come to the conclusion that a negotiated settlement may best suit all parties. Tn that regard, Johnston would be willing to accept the sum of $19,000.00 as final payment for additional labor and materials that Johnston supplied to the City of Bozeman. This amount represents extra work done by Johnston that was over and above that called for in the underlying contract due to various change orders and/or changed conditions. Johnston also requests that any contract retainage amounts be forwarded upon the City's receipt of lien waivers and certified payroll records. 1 T can be reached aL Lhe address and phone number provided above with your questions and concerns. Thank you for your consideration in this matter_. Sincerely, ROp 'RT J. QtJINN 2 Robe i J. Qian'nin Attorney & Counselor at Law 2405 West Main Street, #4 Bozeman, Montana 59718 Jure 27, 2014 Bozeman City Commission P.O. Box 1230 Bozeman, MT 59771-1230 Phone; (406) 586-5956 Pax: (406) 586-5955 RE: JOHNSTON EXCAVATING / CITY OF BOZEMAN; 2012 WATER RENOVATION PROJECT Dear Sir/Madam: The purpose of this letter is to present claim for payment regarding additional labor and materials supplied to the City of Bozeman under the 2012 Water Improvement Project contract that was awarded to Johnston Excavating, Inc. On or about September 4, 2014, the City of Bozeman Engineering Department was presented with an itemized list of charges that Johnston is owed. Since that time, no payment has been received prompting the necessity of this claim. Please see the attached schedule. At this time, Johnston is owed $24,469.18 for contract retainage, and $26,033.89 for additional labor and materials that have benefitted the City at Johnston's expense. Additionally, interest calculated at 10% per annum, or $1,735.59, and attorney fees in the amount of $2,898.00, for a current total of $55,136.66. It is my understanding that at this time, all the work requested of Johnston has been completed, and that there are no outstanding 1 issues regarding any of the work and/or materials supplied by Johnston. In order to limit additional interest and attorney fees associated with this matter, please remit payment to my office at your earliest convenience. I can be reached at the address and phone number provided above with your questions and concerns. Thank you for your consideration in this matter. Sincerely, ROBERT J. 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Re-r-I�smsNZ-- 6_ZS r� • 4-7.94 G4.`i Z 13.30 7.19 t I� �c� 7, C.1 _ ltg 3 Ie'z 55-13 &� .D .58.33 2." 1;19 ti g io5.©•7 5k,.�3 tno, i2 19 Z5 7 -4S - i3 ivy° y Af eek AN PWA o R2Y.>'rFl4- 0E -57t igZ.F3 e. .SHAW+) cYt(7°!1 4471.1rq- 7-/E--/3 W"'H $ ccC»r. sect o Iq KRY;;7HL a G3T4 ►oz,e4- ,1. S1H A W V -e 11-0! 471,01) ¢ 112 SKry �;l E2 �t1.3�` 1 fi.7�} 80.57- (' —13Z.Q �m 1� Rohe] t I Quinn Attorney & Counselor at Law CO v y 2405 West Main Street, #4 Phone: (406) 586-5956 Bozeman, Montana 59718 Fax: (406) 586-5955 May 23, 2014 m'^ � ,,rer Assistant City Attorney VIA FAX AND REGULAR MAIL P.O. Box 1230 Bozeman, MT 59771-1230 RE: JOHNSTON EXCAVATING / CITY OF BOZEMAN; 2012 WATER RENOVATION PROJECT Tim: The purpose of this letter is confirm my understanding of the May 6, 2014 telephone conversation that Robert Murray had with my assistant, James Greenbaum, Esq. On that day I had several Court obligations to attend to, and I thought it might be a good idea to have Mr. Greenbaum visit with Mr. Murray since he's been doing a portion of the initial research in this case. It is my understanding that the City of Bozeman is willing to extend the time with which to submit a formal notice of claim under the written agreement ancillary to the City of Bozeman 2012 Water Renovation Project ("Contract"), and that the additional time periods/limitation of action under the Contract shall commence from that point. Please let me know as soon as possible if my understanding on this item is correct. An idea we had was to bring in an outside party to review our respective submissions, and then carefully consider any 1 recommendations made. In this sense, we'd be completing the arbitration article under the Contract. We feel that a qualified outside engineer would be of great help in helping to resolve any differences that may exist. Please let me know if this idea would be acceptable to you. We continue to have concerns when comparing the Contract language with the manner in which the Contract was performed. As previously stated, the Contract was obviously meant to have three distinct and separate parties: Contractor, Engineer, and Owner. The way things turned out, however, the Engineer / Owner is in actuality one party, leaving the Contractor at a distinct disadvantage when it comes to resolving contract disputes. I realize this might not be the what the City intended, but it seems clear that this is indeed the reality that Johnston Excavating had to face. Also, it appears to us that the City of Bozeman, as Owner, has made no final written decision regarding payment of the items Shawn Johnston listed in his September 1, 2013 letter. The only correspondence I could find concerning the Contract, and performance thereof, were letters written by Mr. Murray as the presumptive Engineer of this project. There seems to be no clear rejection of Johnston Excavating's claims in writing by the Owner/City of Bozeman. Please notify me as soon as possible if I am incorrect on this issue. We believe that Mr. Murray's letter dated September 25, 2013, shows that there was no formal rejection or denial by him of the Contractor's request for additional payment. The letter was not delivered in person, nor by registered or certified mail, therefore the letter of September 25, 2013, could not possibly be considered notice of the event requiring submission of a claim. The letter was not executed by any engineer named in the Agreement. The letter states in numerous places that the Contractor should "submit a formal claim." Therefore, there has been no formal claim submitted, no claim has been denied or rejected and no time periods have accrued, run or expired. 16 Our research up to this point indicates that the particular form used by the City of Bozeman for the Contract has a "sister" agreement meant to be executed between Owner and Engineer. This agreement sets the terms of the relationship between these two parties, and we believe it would shed some light on our current situation. Please let me know if this "sister" agreement exists. I can be reached at the address with your questions and concerns. in this matter. cc: Robert Murray and phone number provided above Thank you for your consideration Sincerely. ROBERT J. QUINN James Greenbaum, Attorney at Law 3 Robert J. Quinn 2405 West Main Street, #4 Bozeman, MT 59718 THE CITY OF BOZEMAN 20 E. OLIVE • P.O. BOX 1230 BOZEMAN, MONTANA 59771.1230 ENGINEERING DEPARTMENT PHONE: (406) 582-2280 • FAX: (406) 582-2263 April 22, 2014 RE: City of Bozeman 2012 Water Renovations Project Dear Mr. Quinn: I have reviewed your letter of April 18, 2014 on the above referenced project. In regard to the question you posed, I am the engineer on the project. You also raised the issue of monies being withheld from Mr. Johnston. As we discussed on the phone, we have not yet made the final payment which does include some undisputed work, and the project retention. As we have informed them on several occasions in the past, in order for final payment to be made, they need to submit the lien releases, consent of surety, and certified payrolls in accordance the provisions of the contract. Feel free to contact me at 582-2280 in you need additional information. Sincerely, -x&///��'' Robert J. rray Jry Project Engineer cc: Tim Cooper, Assistant City Attorney ERF Project File HOME OF MONTANA STATE UNIVERSITY GATEWAY TO YELLOWSTONE PARK Robert Jo Quillln Attorney & Counselor at Law 2405 West Main Street, #4 Bozeman, Montana 59718 April 18, 2014 Robert Murray Phone: (406) 586-5956 Fax: (406) 586-5955 Engineering Dept. VIA HAND DELIVERY P.O. Box 1230 AND REGULAR MAIL Bozeman, MT 59771-1230 RE: CITY OF BOZEMAN 2012 WATER RENOVATION PROJECT Robert: Please be advised that this office represents the rights and interests of Johnston Excavating, Inc., and all communication regarding this matter is to be directed to it. Recently, I met with Dave and Shawn Johnston to review the current situation regarding Johnston Excavating's work on the 2012 Water Renovations Project. My understanding is that Johnston was awarded a contract on or about July 18, 2012, after its bid had been submitted and accepted. We've received copies of Andy Kerr's notes, and I'd like to thank you for your timely efforts in getting those to me. I feel they will be most helpful in discerning the facts of matter. I am also in possession of the Contract Documents assigned to this project, and our initial review has precipitated some discussion. My reading of the Contract Documents show three principal actors: "Owner," "Contractor," and "Engineer." We believe we understand the identities of the Owner and Contractor, though it seems unclear 1 who or what entity is denoted as Engineer. The way the Contract Documents are worded, the Engineer is an integral and necessary part of how the Contract is designed to work. For instance, under §§ 10.03 & 10.05 regarding change orders and claims, the Engineer is tasked with recommending and/or deciding issues relating to changes in contract times, prices, and work performed. Our reading of the Contract shows that the Engineer is to act as an arbitrator or mediator between the Owner and Contractor. From our point of view, the position of Engineer is an important one. Please inform me of the identity of the "Engineer" who was either named in the Contract, or who was constructively acting as such. It is possible that I may have missed it in my review. Finally, Dave Johnston has informed me that the City owes approximately $25,000.00 in retained payments to Johnston, and approximately $25,000.00 for additional labor and materials Johnston suppled for the Project. I can be reached at the address and phone number provided above with your questions and concerns. Thank you for your consideration in this matter. Sincerely, ROBERT J. QUINN 2 Shawn Johnston Johnston Excavating, Inc 805 Blackmore Place Bozeman, MT 59715 THE CITY OF BOZEMAN 20 E. OLIVE • P.O. BOX 1230 BOZEMAN, MONTANA 59771.1230 ENGINEERING DEPARTMENT PHONE: (406) 582-2280 • FAX: (406) 582-2263 September 25, 2013 RE: City of Bozeman 2012 Water Renovations Project Proposed Final Pay Quantities and Extras Dear Mr. Johnston: We have reviewed your letter dated September I" which provided your response to the issues we raised regarding your final pay quantities and change order request. Having done so, we either disagree with the arguments you have made, or don't feel you have provided any substantive additional information on the items at issue. It is becoming clear that several if not all of these items will need to go to claim in order to resolve. Below is our response to what you have submitted. AWWA does not deal with measure and payment in any way shape or form. They provide standards for the design and construction of water systems, not contractual issues. I disagree with your statement that the measurement and payment does not address the issue. It includes "all other work necessary or incidental for completion of the item". The valve cannot be considered installed unless it is connected to the pipe at both ends. Your discussion regarding couplings is covered under the measurement and payment section for connection to existing main (singular). It states "Payment shall include all materials, equipment and labor to complete the connection, including all necessary thrust restraint, thrust blocks, or gravity blocks, pipe spools, and couplings". Much like a valve, an existing main has not been connected to unless both sides are hooked up which is why it references couplings (plural). As stated in our previous letter, we did pay for the work in the intersections of Garfield/Black and College/Black differently due to their unique nature. This was reflected in the bid quantities for those schedules. If this created confusion on your part, you were required by the section of the Instructions to Bidders titled "Examination of Contract Documents and Site" to request clarification prior to submitting a bid. We have a long history of these projects at the City, and have yet to have a contractor interpret this section as you have. Unless you have any additional substantive information to provide on this issue, you will need to submit a formal claim on the matter. 2. Andy did include the extra areas as you specified (7 fl = 1 If) and agreed to. Beyond that, he used the stationing on the plans as his basis for determining the length. This is a surveyed distance and would be more accurate than using a tape or wheel to complete the HOME OF MONTANA STATE UNIVERSITY GATEWAY TO YELLOWSTONE PARK measurement. Unless you can point to a discrepancy we need to use the accurate measurement for the final basis of payment. 3. We disagree with the inclusion of the extra cost you have added this submittal on 6/9 and 6/10. According to Andy's notes the delay's you are claiming on either day are not legitimate. On 6/9 the decision was made to add a valve, and you installed it. The cost of the people and equipment should be included in the unit prices for the valve and pipe that you previously included. The pump and generator were necessary for the groundwater that you encountered. On 6/10, Andy's notes indicate there was not any delay. You continued to install main as usual, and had both groundwater and water from the valve coming in. All of the added costs for the delay are therefore denied. We also still disagree on the time. In addition to the preceding discussion regarding the delays claimed on 6/9 and 6/10 that we disagree with, we also disagree with the lost day claimed for the afternoon of 6/9. First of all it is absolutely relevant and my business if you don't plan on working for an afternoon as you told Andy regardless of the event that you are going to. If you plan on shutting down for half the day for whatever reason, you can't then ask for contract time for that half day. Furthermore, as I stated in my previous response, if you are going to work on weekends, it is your responsibility to have the ability to get the materials you need to complete contract work. If you don't and that causes you to shut down, it is your responsibility. If this is not acceptable, you will need to submit a formal claim on this issue. 4. Andy does not agree that you told him this would not be the final cost. In fact he is adamant that you agreed on a total cost of $10.50/CY plus $45/truck for haul out. It is ludicrous to think that agreeing to a price for "haul out" would be for an empty truck with the loading being extra. It defeats the entire purpose of agreeing to a price up front if it is not the entire price. Likewise, it is your issue if you change your means and methods by using truck and transfer as you state. We agreed to a price and expect you to live up to it. You are right that I could not be bothered to meet about relaxing the specifications. You agreed to the weather spec when you signed the contract and we expect you to live up to it also. It should also be noted that you were not the only contractor who was working for us at that time. All of the others were able to deal with it without requiring any import or added costs. Finally, the whole issue of working at all this year would have been avoided entirely if you would have had enough manpower to complete the job last year. This was something we were concerned about even before making the award. It was your lack of production that made the project drag out until this year. We are not swayed by your arguments on this item and stand by our original decision that extra for the import should be paid for at the agreed to price stated above, and that we should be credited for 90 CY due to the delays caused by breaking the sewer service that prevented completing that main that day. Unless you have any additional substantive information to provide on this issue, you will need to submit a formal claim on the matter. 5. I was not on site, but as I stated in my previous letter, I checked with those that were and they stated you were done in half the time that you have claimed. Furthermore, the entire need for temporary water was based on your choice of means and methods. Even though there was a pay item for temporary water, you chose to try and complete the shut downs within the 8 hour time period which you failed on at every attempt. As to the plumber, you would not have been paid anything extra because he found you had incorrectly reassembled the hose bib. I would not pay for you to fix your error. Likewise, you were the one who offered to pay the water bills for the residents, so they are yours to pay. This is yet another example of how your failure to set up temporary water added additional expense in the end. Finally on the issue of the Hymax, I completely disagree with you that you were entirely on the City clock after the failure. The manufacturer is pointing the finger directly at you and your installation. Specifically the lack of proper thrust blocks being in place at the time the water was turned back on. To some extent we agree with that assessment, but not entirely. Had we fully agreed with that assessment, it would fall under section 12.03.E in which you are not entitled to an adjustment of price or time. Because we don't completely accept their argument, we have agreed to pay the cost of the replacement and the time associated with that work, but all additional requests for "standby time" are denied. I would also note that the time you are requesting as "standby" would be rejected in any event because you had nowhere else to relocate to due to your own failure to get passing bac-t results on Bryant. We stand by our original decision on this matter as provided in our previous letter. Unless you have any additional substantive information to provide on this issue, you will need to submit a formal claim for anything above and beyond that. 6. The plans show this as being asphalt. This is clear from the line type that is shown for the edge of road. On Aspen it is shown as all other paved street in the project. On Church and Black south of College, there is a separate and distinct line type for a gravel edge of road. Furthermore, you were required by the section of the Instructions to Bidders titled "Examination of Contract Documents and Site" to visit the site, and if you felt there was an error, to request clarification prior to submitting a bid. Regardless of all of this, when it came time to do the work, Andy gave you the choice to simply put it back in gravel. You chose to pave it because you significantly underbid the gravel restoration item. In this case, you were even given the additional bonus of installing a 3" patch in one lift. When you chose to complete the surface restoration by paving, you also incurred the added responsibility to do the cleanup as you were required to with every paved street. We stand by our original decision on this matter as provided in our previous letter. Unless you have any additional substantive information to provide on this issue, you will need to submit a formal claim for anything above and beyond that. 7. Approval of a schedule is not a waiver of the contract time or liquidated damages. If your schedule shows you are going to go over, you either need to change your means and methods to beat the schedule and stay within contract time or pay the damages for all overruns. We are not counting any of the time it took to set up the temporary water, and although we have on all other jobs, we did not count the time to remove all of the existing asphalt. We waited until you started digging to restart the contract time. We have given you the extra time that is associated with the changed conditions as provided for in the contract, yet you are still over. You have not provided any additional substantive information that there is any additional legitimate time coming. As such, we stand by our original decision on this matter as provided in our previous letter. Unless you have any additional substantive information to provide on this issue, you will need to submit a formal claim for anything above and beyond that. A few additional items need to also be addressed. The typical number that I have seen for bonds in change order requests is I%. The 2% you have included is fine if that is what you are paying. You will need to submit some evidence from your bonding company to substantiate the cost that is included. We haven't received any certified payrolls to date on the project. These are required for the closeout of the project, and will also be needed to confirm the payroll costs being included in the change request. Also, we received a call from Big Sky Asphalt stating that they have not been paid everything they are owed, and also that you dumped material on one of their properties without their permission and they want it removed. Finally, the claim process is outlined in section 10.05 of the general conditions. Typically the contractor would submit a formal claim along with all of their backup to the engineer. The owner would submit his response along with any supporting material and the engineer would make a final decision on the matter. In this case, we are the engineer, but also employed by the owner. You can choose to have us appoint a new individual here at the City to act as the owner in this case, or you can choose to waive that step. If you choose to waive it, I will render our final decision on the matter after reviewing any additional information you want me to consider. When submitting a claim, you will need to indicate how you would like to proceed. After I make my formal decision on a claim, you can then request the matter go to Dispute Resolution as provided for under Article 16 of the general conditions if you still don't agree. I have included a spreadsheet detailing the additional costs that we believe are reasonable and in accordance with the contract documents. Sincerely, h Robert J. Murray Jr., P.E. G Project Engineer cc: ERF Project File 2012 Water Renovations Change Order 1 Request Labor Rates Description: 6/9/13 Water shutoff bypassing 6" Valve at Bryant and Gold Materials Description Rate Unit Quantity Cost 6" Diameter Pipe $89.00 LF 6 $534.00 6" Gate Valve $1,200.00 EA 1 $1,200.00 11/2" Used as Backfill $10.50 CY 30 $315.00 Labor: Description Rate Unit Quantity Cost None Equipment Description Rate Unit Quantity Cost None Subtotal Krystal Shawn Bill 0 Dirk Dave Rate $10.00 $54.55 $25.00 $25.00 $48.00 Tax (39.87%) $3.99 $21.75 $9.97 $9.97 $19.14 Fringe $3.99 $9.50 $6.72 $9.50 $9.50 Retirement $2.50 $13.64 $6.25 $6.25 $12.00 Total $20.48 $99.44 $47.94 $50.72 $88.64 Description: 6/9/13 Water shutoff bypassing 6" Valve at Bryant and Gold Materials Description Rate Unit Quantity Cost 6" Diameter Pipe $89.00 LF 6 $534.00 6" Gate Valve $1,200.00 EA 1 $1,200.00 11/2" Used as Backfill $10.50 CY 30 $315.00 Labor: Description Rate Unit Quantity Cost None Equipment Description Rate Unit Quantity Cost None Subtotal $2,049.00 Markup 15% 0 Subtotal $2,049.00 1% Bond $0.00 Subtotal $2,049.00 Description: 6/10/13, 6/11/13, 6/12/13, 6/14/13, 6/14/13, 6/17/13 Pit run replacement of Backfill & Thrust Block Removal Materials: Description Rate Unit Quantity Cost 6/10/2013 $10.50 CY 35.22 $369.81 6/11/2013 $10.50 CY 55.34 $581.07 6/12/2013 $10.50 CY 80.8 $848.40 6/14/2013 $10.50 CY 100.36 $1,053.78 Credit for sewer delay $10.50 CY -90 -$945.00 Labor: Description Rate Unit Quantity Cost Bill $47.94 HR 5 $239.70 Shawn $99.44 HR 5 $497.20 Dave $88.64 HR 5 $443.20 Equipment Description Rate Unit Quantity Cost Cost 6/10/2013 Haul $45.00 $722.17 Load 4 $180.00 $1,218.64 6/11/2013 Haul $45.00 $42.28 Load 2 $90.00 $127.68 6/12/2013 Haul $45.00 Load 4 $180.00 Cost 6/14/2013 Haul $45.00 Load 5 $225.00 $119.85 6/17/2013 Haul $45.00 $221.60 Load 2 $90.00 Jackhammer Rental $47.94 HR $188.00 $47.94 LS 1 $188.00 $99.44 Pickup $88.64 HR $5.85 $88.64 HR 5 $29.25 Subtotal Markup 15% Subtotal 1% Bond Subtotal 1%GRT Total Description: 6/18/13, 6/20/13, 6/22/13, 6/27/13, 6/27/13 Garfield Hymax Issue $4,070.41 209.6025 (only on labor, jackhammer and pickup) $4,280.01 $42.80 $4,322.81 Materials: Description Rate Unit Quantity Cost 12 x 6 Reducer $722.17 HR 1 $722.17 16" Hymax $1,218.64 HR 1 $1,218.64 12" DI Pipe $42.28 HR 1 $42.28 16" DI Pipe $42.56 HR 3 $127.68 Labor: Description Rate Unit Quantity Cost 6/18/2013 Bill $47.94 HR 2.5 $119.85 Dave $88.64 HR 2.5 $221.60 6/20/2013 Bill $47.94 HR 1 $47.94 Shawn $99.44 HR 1 $99.44 Dave $88.64 HR 1 $88.64 6/21/2013 Shawn $99.44 HR 4 $397.76 Krystal $20.48 HR 4 $81.92 6/22/2013 Bill $47.94 HR 6 $287.64 Shawn $99.44 HR 6 $596.64 Dave $88.64 HR 6 $531.84 6/27/2013 Bill $47.94 HR 8.5 $407.49 Dirk $50.72 HR 8.5 $431.12 Dave $88.64 HR 8.5 $753.44 Shawn $99.44 HR 9.5 $944.68 Krystal $20.48 HR 9.5 $194.56 Equipment Description Rate Unit Quantity Cost 6/18/13 Equipment Standby $52.80 HR 2.5 $132.00 6/20/13 Equipment Working $138.30 HR 2.5 $345.75 6/22/13 Equipment Workng 6/22/13 Equipment Standby 6/27/13 Equipment Working Subtotal Markup 15% Subtotal 1% Bond Subtotal $138.30 HR 1.5 $207.45 $52.80 HR 4.5 $237.60 $138.30 HR 8.5 $1,175.55 Description: Credit for Asphalt Repair on Bryant and Plumber on Black $9,413.68 $1,412.05 $10,825.73 $108.26 $10,933.99 Materials: Description Rate Unit Quantity Cost Tote of Oil -$950.00 EA 1 -$950.00 Chips -$107.50 Truck 2 -$215.00 Labor: Description Rate Unit Quantity Cost Street Dept Workers -$25.00 HR 12 -$300.00 Plumer -$185.00 LS 1 -$185.00 Equipment Description Rate Unit Quantity Cost None Total -$1,650.00 Subtotal All Items 7 Calander Days of Liquidated Damages $15,808.37 -$3,500.00 Total All Items $12,308.37 Notes: Labor rates need to be verified by certified payrolls. 1% Used for the price of bonds until documentation of a higher rate is provided. This only includes requested extras. See letter for additional unit price discrepancies. nr� JOHNSTON EXCAVATING INCORPORATED Ste: 805 BLACKMORE PLACE BOZEMAN, MT 59715 MM 1. Regarding connections the AWWA says that a connection is any place that requires a coupler to connect dissimilar or similar pipes. Distance between couplers is irrelevant. Also there is nothing in the measurement and payment section for either the 16" or the 18" valves. We feel that you are being deliberately obtuse in an attempt to punish us. You seem to believe it is your job to pick and choose which connections should be paid for and throw out the others. Any connection using a coupler as expensive as the couplers you spec'd should be paid for as a connection. Also, as you know the bid quantities are estimated not actual installed quantities. Coupler cost ranges from 16" $896 to 18" $1,819. Lastly, regarding this industry standard where can a person get a copy of the standards. And if it is that important why is it not spelled out in a clear and concise way in the Specs. 2. We adjusted the asphalt numbers to compensate for the areas of replacement that Andy agreed to pay for. Part of this was for the connection point that was not located properly so we had to widen the hole to make the connection. We also had to move off planned alignment to connect to the 6" at Bryant and Gold. And the little bit on Bond and Gold from the ground becoming super saturated due to your inability to properly close your valve. We based our request on 7sq. ft. as 1 lineal foot. The sewer service was not ever figured into any of the pay request so it is irrelevant and you do not need to punish us for hitting it in the first place. 3. Valve shutdowns are the Cities responsibility. I repeatedly asked city representatives to give me a better shutdown. I was told "that's as good as it gets" the water running down the pipe into our ditch and up the valve box on to the road was a constant problem that you refused to deal with. After repeated fruitless attempts for your personal to shut down the valve we in less than five minutes were able to get the valve off. I can maybe see your point if the valve was inoperable or would not shut off but this was not the case. The additional water contaminated the backfill and slowed us down and was avoidable. The 30 cy 1 Y2 minus can be covered in item four below. As to the unsuitable backfill your representative was making the call on that as the backfill was going in, so please explain how we were supposed to import material for backfill before it was excavated. You agreed to the fact that we will run into unsuitable material and that we would be compensated for it. That includes Time and Materials. We never planned on shutting down early for my daughter's Graduation. We {Dave and Shawn} skipped lunch and went to see part of the graduation we were gone 1 hour and don't believe any of that is your business and your need to punish us for this to seems petty. 4. The agreed prices were just for the import/ export I told Andy that this would not be the final cost. I told him there would be additional time for load out and that this would delay us considerably and we would be requesting more time as well. The prices were also based on truck and pup delivery. Only about half of the material was hauled with truck and pup the rest was priced higher for truck and transfer. Transfer will haul more but are a lot slower. Before starting the project this year we requested a meeting with you and Andy to discuss relaxing the weather day spec. As you know June is a usually a very wet month. We were told by Andy (you could not be bothered to be present) that if the material became unsuitable we would be fairly compensated to replace it. We were in agreement so we set a day and got started. We lost most of a whole day because of the sewer service we hit, We feel we have been punished enough for this mistake. We do not feel it is your duty to punish us for every little mistake we have ever made. We normally would have shut down while the rain was coming down in buckets, However your weather day spec. makes that impossible. It seems to me you want it both ways you make us work in the rain and then you blame us for the contaminated backfill. How is this fair? 5. Providing temporary water to 5 houses on a Sunday when The head of the water department says you cannot hook anyone to temp. until we have talked to and gained permission from both parties. Furthermore we were told we could not hook anyone up unless they were home. We spent all day out there waiting for people to come home so we could hook them up. The last house was hooked up around 6 pm. We could have done this faster had the city helped with permission and not put so many restrictions on us. Your people were not onsite all day Sunday watching us they left around noon. Regarding the Plumber this letter is the first we had heard about this. We would have liked the opportunity to resolve the issue ourselves. However, We would have added 15% and billed you anyway as all of the temp. on black was an extra caused by a changed condition. At the point the Hymax failed we were on the cities clock it was obvious that the approved fitting was not going to work with configuration in the design. Trying to push the gasket back in and re -torque it was at the request of Andy and would have worked on anything other than a reducing coupling. We were directed by your representative to do it and we did. As far as stand-by equipment we will include the cost of stand-by equipment for the 5 days we were " standing by" waiting for an answer on what we were going to do to fix the problem. 6. The plans showed Aspen as being gravel restoration. Which means scrape the road and replace road mix. The road was scraped to the best of our abilities but due to the uneven nature of the road this was not effective. Andy wanted us to clean it. I argued that washing the road with water might make the road clean for the short term and that the mud washed to the side of the road would make a mess and that it might be wiser to wait for the overlay and have Big Sky Asphalt clean it then. My objections were ignored and so we cleaned the road with water as requested. We delayed taking down the temp.water so that we could do this. We feel this is a valid extra and do not know why you feel the need to punish us for doing what we were told to do by the authorized City representative. 7. We submitted our work schedule for your approval it was approved. We were told that our time would not start until we broke ground. You knew before hand we were going to work those days. We were told that it is standard to not start the time until the temp was up and running. Now according to your letter this was all done as big favor to us and we should just pay up and shut up. It seems that you are picking and choosing how and where to punish us. With all the delays and contract over runs we feel we have no penalty owed. We did have some errors in what we figured please find the revisions attached In closing we regret that we are currently working out of town in Helena at the airport. We would like to resolve this as soon as possible but we are out in the field working 10 hour days Monday through Friday and would be happy to meet on a weekend if that works for you. Otherwise it will have to wait for mid-October when the job has been completed. We will have access to our e-mail account on weekdays in the evening so maybe we can resolve these issues sooner. It is still our hope that we can resolve this in a way that is mutually beneficial to all. We feel we have been more than reasonable with all of our requests for extra time and payments and cannot understand why you feel the need to punish us. Th k ou � wn Johnston Johnston Excavating INC. 9/1/13 BR -(01,► T � 6,9 L._D 2 -PIT oiN .2Z C -Y &V1o5c +1570 4 _ Lc -I AV5 NAL+L oFF ® `-c` -4-1574D Z HQ 5 - o L --ADt (03 "74 zACS -©pee e0Lz Zi-l-iz5 L,0:5" SCKi=bUIN� t�'�SNv T aF�F1tSL1LLY 5"HST FF `L i -1e. 5 :5-14&) D BY BOO i P ® 38!2�- z uRS POMP OT CENt✓PfFTo2Ca11`�I 2 14P -S BILL°SUAI, N `r DAVE ® 2"71 74 6-0 ¢ -L'&AD pFF Kt! 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(,4- 4 K2-�'-ML zs1-11 1x2.84 4 t+rc 59:fto Page 1 ~ITYoFBOZEMAN 121 NORTH ROUSE AVENUE • PO BOX 1230 a BOZENLAIN, MT 59771-1230 WaterrSewer: (406) 582-2323 • GarbagetRee eline: (406) 582-2332 Total Current Charges 82.56 Balance Forward Total Amount Due .00 82.56 KENNETH R MCKENNA BARBARA L AAS 1219 S TRACY AVE BOZEMAN MT 59715 El Check here to receive E -statement. (details an back) Please indicate address corrections above. 535 SERVICE ADDRESS i -38480 1 01 Class a RESIDE rA AVE WA 6JU 7/13, 7f08j3 D31 Meter r Service WA SERVICE CHARGE WA MINIMUM FIRST 2 HCF WA USAGE 2-8 HCF Total TOTAL WATER SW SERVICE CHARGE USAGE PER HCF eSW TOTAL SEWER ST STORMWATER CHARGE GS 35 GALLON TOTE NOTIgE: At bpm Commission will water and sewer 9/1/14; The es beginning 9/1 1 Clerk at (406) WATER a SEWER. s GARBAGE SERVICE CURBSIDE RECYCLING Please return this portion with payment Thank You F3 Consumption," 2.00 5.25 7.25 6/30/13 7/31/13 Fay or View your bill on -fine @ www.bozeman.net cbs - Gent , Previous Usage 16521 16448.50 7.25 USAGE FOR 7/22 15-45" ('h5rge Total 4-77 12.50 32.41 17.10 19.87 36.97 1.67 1.67 11.51 11.51 Total Current Charges 82.56 Balance Forward Total Amount Due82 56 7/22/13 -2320 or the Commission Room, 121 N Rouse Ave, the Cit on proposed rate increases of up to 3% in botYYi the next two years,effectiv� 9/1/13 and average monthly residential increase is $2.52 eginning 9/1/14, Questions? Contact the City enda@bozeman-net. 4-1.2-8t IS e 4, A 1.50/6 Late Fee (or $1.00 minimum) will be assessed on delinquent balances. Water will be subject to being turned off if payment is not made by due date. 121 NORTH ROUSE AVENUE o PO BOX 1230 4 BOZEMAN, MIT 59771-1230 Water/Sewer: (406) 582-2328 o Garbaoe/Recvelina: (406) 582-2332 Page 1 l.nTYOFB®ZEN 121 NORTH ROUSE AVENUE • PO BOX 1230 a BOZEMAN, MT 59771-1230 Water/Sewer: (406) 582-2328 ! Carbagc/Recycling. (406) 582-2332 1216 S BLACK AVE Total Current Charges Balance Forward Total Amount Due SHIRLEY EBEL 1216 S BLACK AVE BOZEMAN MT 59715 ® Check here to receive E�statement (details on back) Please indicate address corrections above. 718 `-- --"' 1216 S BLACK AVE 81.00 • WATER .00 81.00 .SEWER • GARBAGE SERVICE • CURBSIDE RECYCLING Please return this portion with payment Thank You ACMcrc " 22947-40980 01-14 7/27/13 8/15/ Rate Class Last payme WA 6�Oe7%13 RES DENTIAL amount/date: 73.72 7/09/13 Days Meter Number 31 75976409 Service WA SERVICE CHARGE WA MINIMUM FIRST 2 HCF WA USAGE 2-8 HCF TOTAL WATER SW SERVICE CHARGE SW USAGE TOTAL SECF EWER ST STORMWATER CHARGES GS 65 GALLON TOTE Consumption 2.00 5-80 4.00 6/30/13 7/31/13 Pay or View your bill on-line @ www.bozeman.net Units Current, Previous HCF 10690- 10612 USAGE -FOR 7/12 NOTICE- At 6pm on 7/22/13 in the Commission Roo Commission will hear comment on proposed rate i water and sewer, for each of the next two ears 9/1/14. The estimated total average month r heg;n�ng 9/1/13, and 2.60 beginning 9/1/14, Clerk at (406) 582-2320 or agenda@bozeman.net. Charge, 15.14 4.77 13.80 17.10 10.96 1.67 17.56 usage 7.14.280 Total 33.71 28.06 1.67 17.56 81.00 .00 81.00 m, 121 N Rouse Ave, the Cit ncreases of up to 3% in bot1Y ,,effective 9/1/13 and esi.dent,xal increase is $2,52 Questions? Contact the City 54, 4 — A 1.5% Late Fee (or $1.00 minimum) will be assessed on delinquent balances. ERVICE ADDRESS 1201 S BOZEI_ I AVE 7709-41580 pl-14 17/27/13 Total Current Charges Balance Forward Total Amount Due DAVID & CATHERINE BAUMBAUER 1201 S BOZEMAN AVE BOZEMAN MT 59715 ® Check here to receive E -statement. (details on back) Please indicate address corrections above. 233 SERVICE ADDRESS BOZEMAN AVE 90.84 .00 . WATER 90.84 •SEWER • GARBAGE SERVICE • CURBSIDE RECYCLING 0 Please return this portion with payment. Thank YOU ACCOUNTNUMBIER ICYCLE/ROUTEI BILL DATE s o 7709-41580 01-14 7/27/13 1 8/15/1 Rate Class : RESIDENTIAL Last payment amount/date: 74.98 7/15/13 /073e/08/dD3sM86167864Nber WA 6/1 7/08/13 1 Service WA SERVICE CHARGE WA MINIMUM FIRST 2 HCF WA USAGE 2-8 HCF WA USAGE 8-15 HCF TOTAL WATER SW SERVICE CHARGE SW USAGE PER HCF TOTAL SEWER GS 35 GALLON TOTE Consumption 2.00 6.00 3.88 riptoul 6/30/13 7/31/13 Pay or View your bill online @ www.bozeman.net Units Current Previous Usage HCF 4754 4635.20 11.88 USAGE FOR 7/12 13.76 Charge 15.14 Total 4.77 14.28 9.93 44.12 17.10 16.44 33.54 1.67 1.67 11.51 11.51 Total Current Charges 90.84 Balance Forward .00 Total Amount Due 90.84 NOTICE: At bpm on 7/22/13 in the Commission Room, 121 N Rouse Ave, the City Commission will hear comment on proposed rate increases of up to 3% in both water and sewer for each of the next two years,effective 9/1/13 and 9/1/14. The estimated total average monthly residential increase is $2.52 beginning 9/1/13, and $2.60 beginning 9/114, Questions? Contact the City Clerk at (406) 582-2320 or agenda@bozeman.net. 4- ¢z A 1.5% Late Fee (or $1.00 minimum) will be assessed on delinquent balances. Water will be subject to being turned off if payment is not made by due date. 121 NORTH ROUSE AVENUE • PO BOX 1230 • BOZEMAN, MT 59771-1230 Water/Sewer: (406) 582-2328 9 Garbage/Recycling: (406) 582-2332 Page 1 C :'YoFBOZEMAN 121 NORTH ROUSE AVENUE O PO BOX 1230 • BOZEMAN, M' 9771-1230 Water/Semler: (406) 582-2328 a Garbage/Recycling: (406) 58_ _33.. 1207 S BOZEMAN AVE _ACCOUNT NUMBER Total Current Charges Balance Forward Total Amount Due WILLIAM DORGAN BOZEMAN M7 S AVE Check here to receive E -statement. (details on back) ,lease indicate address corrections above. 532 �3@Rw�(�E AOpFEShS�� 14597-41570 Rate Class Last paymer 1207 S BOZEMAN AVE 1 01-141 RESIDENTIAL amount/date: 7/27/13 136.90 00 136.90 a WATER SEWER GARBAGE SERVICE 1� e CURBSIDE RECYCLING Please return this portion with payment. 'Thank You 99.29 Service Period Days Meter Number WA 6/07/13 _7/08/13. 31 82872508 Service CR 18 GAL RECYCLING BIN WA SERVICE CHARGE WA MINIMUM FIRST 2 HCF WA USAGE 2-8 HCF WA USAGE 8-15 HCF WA TOTAL WATERI5 HCF SW SERVI SW USAGECPERIHCFE TOTAL SEWER ST STORMWATER CHARGE GS 65 GALLON TOTE Co tion 6/30/13"s77 31/13 2.00 6.00 7.00 8.20 5.00 6/30/13 7/31/13 Pay or View your bill on-line @ www.bozeman-net Current Previous Usagge 8-787 8555' 23.20 USAGE FOR 7/12 28.10 �e Total 00 10.00 15.14 4.77 14.28 17.92 24.76 76.87 17.10 13.70 30.80 1.67 .67 17.56 17.56 Total Current Charges 136.90 00 Balance Forward 136.90 Total Amount Due J.A:5"r B/lZ NOTWE:,At 6pm on 7/22/13 in the Commission Room, 121 N Rouse Ave Commission will hear comment on proposed rate increases, of up to 3� in bot water and sewer,. each of the next two Years,,effective 9/1/13 and 9/1/14. The estimated total average monthly resideniias?increase the City beginning 9/1/13, and $2.60 beginning 9/1/14, 4 0i Clerk at (406) 582-2320 or agenda@bozeman.net. A 40 - ly ?1 TMAWt 5 Y oUK �J4� ��o? t� � v A 1.5% Late Fee (or $1.00 minimum) will be assessed on delinquent balances. Water will be subject to being turned off if payment is not made by due date. 121 NORTH ROUSE AVENUE a PO BOX 1230 a BOZEMAN, MT 59771-1230 Water/Sewer: (406) 582-2328 a Garbage/Recycling: (406) 582-2332 Copyright d Z004, PRIMEOIA Business Magazines & Media Inc All rights reserves. §10-24 Remal Hate Blue Book, Volume 1 1-600-669.3282 2nd Half 2004 EXCAVATING CRAWLER MOUNTED HYDRAULIC EXCAVATORS (cont.) (General Purpose bucket included in rate, unless otherwise noted.) Estimated Bucket Operating Operating Made](Yr.Disc.) Capacity Weight HP Monthly 5 Weekly Daily S Hourly Cost S/Hr. DIESEL POWERED (CONT.) KOBELCO SK60 MARK IV (1999) .30 CY 6.7 MT 56.0 3245.00 910.00 230.00 35.00 13.45 7058 .33 CY 7-7 MT 54.0 3.715.00 1,040.00 260.00 39.00 13.95 BOGS .33 CY 8.1 MT 54.0 3,825.00 1,070.00 270.00 41.00 14.15 SKI I5DZ LC MARK IV (1999) SO CY 12.9 MT 86.0 3,610.00 1,010.00 255.00 38.00 17.25 115SRDZ .50 CY 14.4 MT 84.0 4,730.00 1,325.00 330.00 50.00 20.20 SK13OLC MARK IV (1999) .52 CY 12.6 MT 93.0 4,495.00 1,260.00 315.00 47.00 1945 135SRLC .50 CY 14.0 MT 94.0 4,775.00 1,335.00 335.00 50.00 19.70 135SRL (2003) .50 CY 15.7 MT 94.0 5,200.00 1,455.00 365.00 55.00 21.55 ED150 .60 CY 16.4 MT 94.0 5,420.00 1,520.00 380.00 57.00 22.40 SK1501-C MARK IV (2000) .69 CY 16-4 MT 103.0 5,170.00 1,450.00 365.00 55.00 22.65 SK1601-C .95 CY 17.0 MT 111.0 5,465.00 1530.00 385.00 58.00 23.45 ED180 (2002) .75 CY 18.9 MT 103.0 6,540.00 1,930.00 460.00 69.00 25.00 ED190 .75 CY 19.B MT 111.0 6285.00 1,760.00 440.00 66.00 25.50 SK20DLC MARK IV (1999) 1.13 CY 20.8 MT 141.0 6,035.00 1,690.00 425.00 64.00 27.60 200SRLC 1.13 CY 21.9 MT 123.0 5,930.00 1,660,00 415.00 62.00 25.75 SK21OLC 1.13 CY 21.3 MT 143.0 6,475.00 1,815.00 455.00 68.00 28.10 SK22OLC MARK IV (1999) 1.36 CY 25.3 MT 175.0 7,080.00 1,980.00 495.00 74.00 33.10 2358RLC 1.13 CY 25.8 MT 142,0 7,140.00 2,000.00 500.00 75.00 30.45 SK25OLC 1.45 CY 24.8 MT 176.0 7,490.00 2,095.00 525.00 79.00 33.50 SK27OLC MARK IV (1999) 1.36 CY 28.0 MT 175.0 7,910.00 2,215.00 555.00 83.00 34.85 SK29OLC 1.45 CY 30.0 MT 185.0 8,410.00 2,355.00 590.00 89.00 35.90 SK30OLC MARK IV (1999) 1.83 CY 332 MT 238.0 9,415.00 2,635.00 660.00 99.00 43.05 SK33OLC 1.75 CY 35.3 MT 247.0 10,055.00 2,815.00 705.00 105,00 43.95 SK40OLC MARK IV (2000) 2.35 CY 46.1 MT 306.0 12,735.00 3,565.00 890.00 135.00 55.45 SK48OLC 2.25 CY 49.0 MT 315.0 13,290.00 3,720.00 930.00 140.00 56.25 KOMATSU PC60.7 .37 CY 6.8 MT 54.0 3,195.00 895.00 225.00 34.00 12.85 PC60-76 37 CY 6.8 MT 54.0 3205.00 895.00 225.00 34.00 12.85 PC75R-2 .31 CY 7.5 MT 68.0 3,650.00 1,020.00 255.00 38.00 14,55 PC78US-6 .37 CY 7.1 MT 54.0 3,385.00 950.00 240.00 36.00 13.15 PC95-1 (2000) .34 CY 8.9 MT 72-0 3,800-00 1,065.00 265.00 40.00 15.85 PC95R-2 .34 CY 9.1 MT 82.5 3,690.00 1,035.00 260.00 39.00 16.05 PC100-6 (2001) .62 CY 10.7 MT 81.0 3,670.00 1,085.00 270.00 41.00 16.45 PC120-6 -62 CY 12.0 MT 86.0 4,295.00 1,205.00 300.00 45.00 17.30 PC120LC-6 .61 CY 12.8 MT 86.0 4,805.00 1,345.00 335.00 50.00 18.95 PC128US-1 (1999) .62 CY 12.7 MT 86.0 4,680.00 1,310.00 330.00 50.00 19.35 PC128US-2 .62 CY 13.2 MT 86.0 4,975.00 1,395-00 350.00 53.00 19.55 PC128UU-1 (1999) .60 CY 13.1 MT 84.0 6,260.00 1,755.00 440.00 66.00 22.45 PC128UU-2 .58 CY 13.4 MT 06.0 5,870.00 1,645-00 410.00 62.00 21.15 PC138USLG-2 .61 CY 14.0 MT 86.0 5,225.00 1,465.00 365.00 55.00 21.15 PC150.6 .68 CY 16.3 MT 107.0 5,260.00 1,475.00 370.00 56.00 22.85 PC150LC-6 .68 CY 17.9 MT 107.0 5,570.00 1,560.00 390.00 59.00 2325 PCISBUSLC-2 .77 CY 16.5 MT 99.0 5,395.00 1,510.00 380.00 57.00 22.60 PC160LC-7 .62 CY 16.6 MT 110.0 5,635.00 1,580.00 395.00 59.00 23.65 PC2006B (2001) 1.00 CY 20.4 MT 128.0 5,410.00 1,515.00 380.00 57.00 25.30 PC200-7 1.00 CY 19.8 MT 143.0 6,095.00 1,705.00 425.00 64.00 27-40 PG20OLC-6 (2001) 1.00 CY 21.3 MT 133.0 6,145.00 1,720.00 430.00 65.00 26.95 PC20OLC-7 1.00 CY 21.1 MT 143.0 6,325.00 1,770.,00 445.00 87.00 27.75 PC22OLC-6 (2001) 1.50 CY 242 MT 158.0 7,800.00 2,185.00 545.00 82.00 33.00 PC22OLC-7 1.50 CY 24.5 MT 168.0 8,065.00 2,260.00 565.00 85,00 33.85 PC228USLC-1 (1999) 1.00 CY 22.9 MT 128.0 8,095.00 2,265.00 665.00 85.00 30.80 FC228USLC-2 (20DO) 1.31 CY 22.9 MT 128.0 7,930.00 2,220.00 555.00 83.00 30.30 PC22BUSLC-3 1.00 CY 23.2 MT 143.0 7,440.00 2,085.00 520.00 78.00 29.80 PC26OLC-6 (1999) 2.00 CY 27.7 MT 158.0 8,320.00 2,330.00 585.00 86.00 34.45 PC27OLC-6 (2001) 1.63 CY 29.2 MT 174.0 9260.00 2,595.00 650.00 98.00 36.70 _ POZ70LC-7 1.59 CY 28.5 MT 179.0 9,595.00 2,685.00 670-00 100.00 37.30 PC30OHD-6 (2002) 1.88 CY 36.1 MT 232.0 10,540.00 2,950.00 740.00 110.00 43.85 PC3wHD-7 1.88 CV 37.1 MT 242.0 10,790,00 3,020.00 755.00 115.00 44.65 Copyright d Z004, PRIMEOIA Business Magazines & Media Inc All rights reserves. §10-24 Remal Hate Blue Book, Volume 1 1-600-669.3282 2nd Half 2004 TRAC ir ORS Y RmOVINE TRACTOR-LOADER-BACKHOES (cont.) (includes General Purpose loader bucket, backhoe bucket and ROPS, unless otherwise noted.) Model (Yr.Diso.) Loader Bucket Drive Capacity Backhoe Digging Depth HP Monthly $ Weekly S Daily S Hourly S Estimated Operating Cost Stir. DIESEL POWERED (CONT.) KOMATSU (CONT.) WB150AWS-2 4WD 1.50 CY 15'3" 98.0 2.855.00 800.00 200.00 30.00 14.10 A(with EROPS) WB150AWS-2 4WD 1.50 CY Extendable 98.0 2,955.00 825.00 205.00 31.00 14.35 A(with EROPS) KUBOTA 821 4WD .30 CY T8" 185 1.355.00 390.00 95.00 14.00 5.60 L35 4WD .50 CY 93' 32.5 1,620.00 455.00 115.00 17.00 7.00 L48 4WD .67 CY 117 37.5 1,875.00 525.00 130.00 20.00 7.80 NEW HOLLAND LB75 (2000) 2WD 1.30 CY 14'6' 72.0 1,830.00 510.00 130.00 20.00 10.05 LB75B 2WD 1.30 CY 14'5' 65.0 1,805.00 505.00 125.00 19.00 10.60 LB75B 2WD 1.30 CY 14'5' 95.0 1,895.00 530.00 135.00 20.00 10.80 A(with EROPS) LB75B 2WD 1.30 CY Extendable 85.0 1,910.00 535.00 135.00 20.00 10.85 L1375B 2WD 1.30 CY Extendable 85.0 2,005.00 560.00 140.00 21.00 11.05 A(with EROPS) LB75B 4WD 1.30 CY 14'5' 85.0 1,935.00 540.00 135.00 20.00 10.90 L8758 4WD 1.30 CY 14'5' 85.0 2,025.00 565.00 140.00 21-00 11.10 A(with EROPS) _ L975B 4WD 1.30 CY Extendable 85.0 2,040.00 570.00 145.00 22.00 11.15 LB758 4WD 1.30 CY Extendable 85.0 2,135.00 600.00 150.00 23.00 11.35 A(with EROPS) LB90 (2003) 2WD 1.30 CY 147' 93.0 1,925.00 540.00 135.00 20.00 11.35 LB90 (2003) 2WD 1.30 CY 147" 93.0 2,045.00 575.00 145.00 22.00 11.70 A(with EROPS) LB90 (2003) 2WD 1.30 CY Extendable 93.0 2,050.00 575.00 145.00 22.00 11.75 LB90 (2003) 2WD 1.30 CY Extendable 93.0 2,180.00 610.00 155.00 23.00 12.05 A(with EROPS) LB90 (2003) 4WD 1.30 CY 147" 93.0 2,100.00 590.00 150.00 23.00 11.85 LB90 (2003) 4WD 1.30 CY 147' 93.0 2,220.00 620.00 155.00 23.00 12.15 A,(with EROPS) L590 (2003) 4WD 1.30 CY Extendable 93.0 2240.00 625.00 155.00 23.00 12.15 LB90 (2003) 4WD 1.30 CY Extendable 93.0 2,360.00 660.00 165.00 25.00 12.50 A(with EROPS) LB90B 4WD 1.30 CY 147" 100.0 2,110.00 590.00 150.00 23.00 12.15 LB90B 4WD 1.30 CY 147" 100.0 2,310.00 645.00 160.00 24.00 12.55 A(with EROPS) LB90B - 4WD 1.30 CY Extendable 100.0 2,240.00 625.00 155.00 23.00 12AO LB90B 4WD 1.30 CY Extendable 100.0 2,440.00 685.00 170-00 26-00 12.80 A(with EROPS) LB110(2003) 2WD 1.30 CY 15'0' 103.0 2,260.00 635.00 160.00 24.00 13.15 LB110 (2003) 2WD 1.30 CY 15'0' 103.0 2,390.00 670.00 170.00 26.00 1350 A(wlth EROPS) LB110 (2003) 2WO 1.30 CY Extendable 103.0 2,430.00 680.00 170.00 26.00 13.60 LB110 (2003) 2WD 1.30 CY Extendable 103.0 2,565.00 720.00 180.00 27.00 13.95 A(with EROPS) L8110 (2003) 4WD 1.30 CY 160' 103.0 21455.00 685.00 170.00 26.00 13.70 LB110 (2003) 4WD 1.30 CY 1510' 103.0 2,590.00 725.00 100.00 27.00 14.05 A(with EROPS) L5110 (2003) 4WD 1.30 CY Extendable 103.0 2,630.00 735.00 185.00 28.00 14.15 LB110 (2003) 4WD 1.30 CY Extendable 103.0 2,760.00 775.00 195.00 29.00 14.50 A(with EROPS) - LB110B 4WD 1.30 CY 15'0" 104.0 2,505.00 - 700.00 175.00 26.00 13.60 U3110B 4WD Lao CY 15'0" 104.0 2,725.00 765.00 190.00 29.00 14.10 A(with EROPS) Copyright E 2004, PRIMEDIA Business Magazines & Media Inc. All lights reserved. 2nd Half 2004 Rental Rate Blue BOOK Volume 1 1.800-869.3282 ¢9.33 TRUCKS ON -HIGHWAY REAR DUMPS (Highway type rear dump equipment presents a broad variance in list price for similar load rated capacities, Engine, axle, and transmission combinations can significantly vary the rate. Costs listed here reflect an average purchase price and are presented only for comparative purposes.) Axis Canfig. Maximum GVW Struck Capacity HP Monthly $ Weakly $ Daily S Hourly $ Estimated Operating Cost $/Hr. GASOLINE POWERED Estimated 4X2 20,000 itis 2-4 GY 210.0 1,335,00 375,00 94.00 14.00 17.65 4X2 25,000 Its 5-6 CY 210.0 1,346.00 375.00 94.00 14.00 17.70 DIESEL POWERED CATERPILLAR 4X2 20,000 lbs 2-4 CY 170.0 1,465.00 410.00 105.00 16.00 11.75 4X2 25,000 Its 5-6 CY 180.0 1,585.00 445.00 110.00 17.00 12.45 4X2 30.000 lbs 7-8 CY 210.0 1.905.00 535.00 135.00 20.00 15.05 -4*!r- 6X4 40,000 lbs _7-.e,&rf 8-10 CY 4798- 235.0 1-945'00- 2,330.00 -.545.00- 650.00 425.86 165.00 -207m- 25.00 -ifi35' 18.35 6X4 50.000 Its 10-12CY 255.0 2,915.00 815.00 205.00 31.00 20A5 6X4 70,000 lbs 12-18 CY 325.0 3,600.00 1,010.00 255.00 38.00 25.75 BX4 851000 lbs 15-18 CY 330.0 4,515.00 1,265.00 315.00 47.00 27.95 MECHANICAL DRIVE REAR DUMPS Estimated Operating Model(Yr.Disc.) Rated Payload Body Capacity HP Monthly$ Weekly II; Daily Hourly Cost S/Hr. DIESEL POWERED CATERPILLAR 769D 36.4 MT 31.7 CY 487.0 10,520.00 2,945.00 735.00 110.00 40.40 771 D 41.0 MT 26.4-36.0 CY 487.0 10,770.00 3,015.00 755.00 115.00 41.30 773D (2002) 52.3 MT 34"6.4 CY 650.0 13,195.00 3,695.00 925.00 140.00 52.00 773E 54.4 MT 34.8-46.4 CY 671.0 13,505.00 3,780.00 945.00 140.00 53.15 775D (2002) 62.6 MT 40.6-54.3 CY 693.0 13,960.00 3,915.00 980.00 145.00 55.10 775E 63.1 MT 41.1-54.3 CY 730.0 14,665.00 4,105.00 1,025.00 155.00 56.85 7770 90.9 MT 60.1-78.6 CY 938.0 19,025.00 5,325.00 1,330.00 200.00 73.00 EUCLID R40C (2000) 36.3 MT 22.2-31.2 CY 486.0 8,100.00 2,270.00 570.00 86.00 36.95 R60C (2000) 60.0 MT 33.0-47.0 CY 643.0 10.105.00 2,830.00 710.00 105.00 46.45 R65C (2000) 65.0 MT 36.0.51.0 CY 724.0 10,765.00 3,015.00 765.00 115.00 50.60 R90C (2000) 92.8 MT 50.0-75.0 CY 982.0 15,105.00 4,230.00 1,060.00 160.00 70.85 HITACHI EH700 35.8 MT 222-31.2 CY 486.0 8,735.00 2,445.00 610.00 92.00 37.90 EH750 (2001) 38.6 MT 27.2-36.3 CY 486.0 8,955.00 2,505.00 625.00 94.00 38.80 EH1000 59.9 MT 33.0-47.0 CY 648.0 10,985.00 3,075.00 770.00 115.00 47.60 EH11D0 62.8 MT 36.0-51.0 CY 725A 11,625.00 3255.00 815.00 120.00 51.46 EH1600 B9.7 MT 46.3-74.6 CY 982.0 16,715.00 4,690.00 1,170.00 175.00 71.45 EH1700 94.3 MT 50.5-78.8 CY 1,121.0 18,125.00 5,075.00 1,270.00 190.00 79.40 KOMATSU HD325.6 35.7 MT 23.5-31A CY 488.0 10,170.00 2,850.00 715.00 105.00 40.60 H0465.5 (2002) 46.0 MT 32.7-44.7 CY 715.0 12,855.00 3,600.00 900.00 135.00 54.60 HD465-7 55.0 MT 32.7-44.7 CY 715.0 13,295.00 3,725.00 930.00 140.00 54.75 HD605.5 55.0 MT 37g=-52.3 CY 715.0 13,610.00 3,810.00 955.00 145.00 55.25 - HD605-7 55.0 MT 37.9-52.3 CY 715.0 14,085.00 3,945.00 985.00 150.00 56.40 HD7a5-3 (1999) 78.0 MT 47.1-69.3 CY 1,050.0 18,640.00 5,220.00 1,305.00 195.00 82.65 HD785-5 90.7 MT 50.5-78.7 CY 1,042.0 14,810.00 4,145.00 1,035.00 155.00 68.80 HD1500-5 136.0 MT 71.0-102.0 CY 1,406.0 22,665.00 6,345.00 1,585.00 240.00 95.95 Copyright ® 2004, PRIMEDIA Business Magazines & Media Inc. All rights reserved. 1004 Rema) Rate Blue gook, Volume 1 1.800.669-3282 §20-11 TRAC . ORS & EARTHMOVING SKID STEER LOADERS (cont.) (includes bucket and BOPS, unless otherwise noted.) Model(Yr.Disc.) Operating Capacity HP Monthly Weekly Daily $ Hourly$ Estimated Operating Cost$/Hr. DIESEL POWERED (CONT.) 95 SERIES II (2002) 900 lbs 3350 1,445.00 405.00 100.00 15.00 NEW HOLLAND (CONT.) 105 1,000ibs 30.20 11655.00 465.00 115.00 17.00 1X865 (1999) 2,2001bs 60.00 1,915.00 535.00 135.00 20.00 9.45 LX885 (1999) 2,200 Ills 60.00 1,995.00 560.00 140.00 21.00 9.65 LX985 (1999) 2,800 lbs 75.00 2,345.00 655.00 165.00 25.00 11.35 SCAT TRAK 175 1,750 lbs 56.00 1,820.00 510.00 130.00 20.00 (Formerly listed under COMPACT TECHNOLOGIES and TRAK INTERNATIONAL) 2,100lbs 56.00 1,925.00 540.00 135.00 1300C (1999) 1,300 lbs 48.00 1,680.00 470.00 120.00 18.00 8.25 1300CX (1999) 1,300 lbs 48.00 1,775.00 495.00 125.00 19.00 8.45 1300D (2002) 1,350 this 49,50 1.715.00 480.00 120.00 18.00 8.25 1500C (1999) 1,600 lbs 48.00 1,640.00 460.00 115.00 17.00 SAS 1500CX (1999) 1.500 lbs 48.00 1,730.00 485.00 120.00 18.00 8.35 1500D (2002) 1,500 lbs 60.00 1,720.00 480.00 120.00 18.00 8.90 1 500D (2002) 1,500 Ibis 60.00 1,810.00 505.00 125.00 19.00 9.10 17000 (1999) 1,750 lbs 80.00 1,835.00 515.00 130.00 20.00 10.50 1750D (2002) 1,750 lbs 86.00 1,940.00 545.00 135.00 20.00 10.90 1800C (1999) 1,850 lbs 80.00 1,890.00 500.00 135.00 20.00 10.65 18000X(1999) 1,850 Ills 80.00 1,990.00 555.00 140.00 21.00 10.90 2OWD (2002) 2,000 Itis 86.00 1,995.00 560.00 140.00 21.00 11.05 2000DX (2002) 2,000 ibs 86.00 2,095.00 585.00 145.00 22.00 11.30 2300D (2002) 2,3001bs 86.00 2,140.00 600.00 150.00 23.00 11.35 2300DX (2002) 2,300 lbs 86.00 2,210.00 620.00 155.00 23.00 11.50 THOMAS 85 85016& 15.80 11315.00 370.00 93.00 14.00 4.90 95 SERIES II (2002) 900 lbs 3350 1,445.00 405.00 100.00 15.00 6.30 105 1,000ibs 30.20 11655.00 465.00 115.00 17.00 6.90 115 (2002) 11100lbs 33.50 1,675.00 470.00 120.00 18.00 7.20 136 1,300168 39.00 1,595.00 445.00 110.00 17.00 7.30 153 1,5001[15 46.00 1,685.00 470.00 120.00 18.00 7.95 175 1,750 lbs 56.00 1,820.00 510.00 130.00 20.00 8.75 205 2,100lbs 56.00 1,925.00 540.00 135.00 20.00 8.95 225 (2003) 2,200 lbs 87.00 1,840.00 515.00 130.00 20.00 10.75 245 (2003) 2,400 lbs 87.00 2,070.00 580.00 145.00 22.00 11.20 250 2,500 lbs 83.00 2.020.00 565.00 140.00 21.00 10.80 255 2,500 lbs, 83.00 2,150.00 600.00 150.00 23.00 11.10 PROTOUGH 1300 (2002) 1,300 lbs 39.00 1,480.00 415.00 105.00 16.00 7.10 PROTOUGH 1700 (2002) 1,700168 46.00 1,580.00 440.00 110.00 17.00 7.70 PROTOUGH 2200 (2002) 2200 lbs 87.00 1,710.00 480.00 120.00 18.00 10.50 T -95S (2000) 900 Isis 19.80 1,235.00 345.00 86.00 13.00 5.05 T -103S (2000) 1,000 Itis 33.50 1,525.00 425.00 105.00 16.00 6.95 T-1359 (2000) 1,350lbs 43.00 1.630.00 455.00 115.00 17.00 7.75 T-1538 (2000) 1,500 lbs 52.00 1,625.00 455.00 115.00 17.00 8.30 T-173HL S SERIES 111 (2000) 1,7001bs 52.00 1,785.00 500.00 125.00 19.00 8.60 T-245HD S SERIES (2000) 2,400 81s 83.00 2,070.00 580.00 145.00 22.00 11.15 T-245HDK (2000) 2.400 lbs 87.00 2.070.00 580.00 145.00 22.00 11.40 Copyright 02004, PRIMEDIA Business Magarines & Media Inc. All rights reserved. 2nd Half 2004 Rental Rate Blue Book, Volume 1 1-800.669-3282 §9-21 COM PACT 10N TRENCH COMPACTORS (cont.) Estimated Number of Operating Model (Yr.Disc.) Drum Width Drums HP Monthly S Weekly $ Daily S Hourly $ Cost!,/Hr. DIESEL POWERED (CONT.) INGERSOLL-RAND TC13 FX130 (2001) MULTIQUIP (Formerly MIKASA) MRT-6D (2000) RAMMAX P1812OFM P23116F P33124FM P33/24FMR P33/24HM P33124HMR P43/35 (2000) P47/40KM PR47/40KM STONE RD24 (1999) TR24 RD33 (1999) RDS33 (1999) TR34 VIBROMAX 1500 WACKER RT560 RT820 WEBER TRC65 TRC85 Model (Yr.Disc.) GASOLINE POWERED BEUTHLING 9150 8300 B300T BOMAG SW900 INGERSOLL-RAND DD12 4003 33.5" 2 Split -Drum 33.5" 2 15" 2 18 2595.00 725.00 180.00 27.00 7.00 14 2,945.00 825.00 205.00 31.00 7.25 7 1,155.00 325.00 81.00 12.00 4.15 1B"/20" 2Split-Drums 8 2.305.00 645.00 160.00 24.00 5.70 23" 4 8 2305.00 645.00 160.00 24.00 5.70 24"/33" 4 14 2,950.00 825.00 205.00 31.00 720 24"/33" 4 14 3,215.00 900.00 225.00 34.00 7,55 24"/33" 4 18 3,045.00 855.00 215.00 32.00 7.55 24'733" 4 18 3,375.00 945.00 235.00 35.00 8.00 35"/43" 4 14 4,760.00 1,335.00 335.00 50.00 1025 40"/47" 4 33 5.325.00 1,490.00 375.00 56.00 11.95 47"/40" 2 Split -Drums 33 5.340.00 1,495.00 375.00 56.00 11.95 24.8" 4 20 2,795.00 785.00 195.00 29.00 7.40 24" WA 20 2,885.00 810.00 205.00 31.00 7.20 34.5" 4 20 2,825.00 790.00 200.00 30.00 7.70 34,5" 4 20 2,795.00 785.00 195.00 29.00 7.65 34" 4 20 2,905.00 815.00 205.00 31.00 7.50 24.8" 4 22 2.995.00 840.00 210.00 32.00 7.50 22" 4 18 3,205.00 895.00 225.00 34.00 7.50 32" 4 1s 3,280.00 920.00 230.00 35.00 7.85 26' 4 21 2,755.00 770.00 195.00 29.00 7.45 33" 4 21 2,860.00 805.00 200.00 30.00 7.60 TANDEM VIBRATORY COMPACTORS Estimated Operating HP Drum Width Monthly $ Weekly S Daily $ Hourly $ Cost SIHr. 16.0 34" 790,00 220.00 55.00 8.00 3.15 20.0 36' 865.00 240.00 60.00 9.00 3S5 20.0 41" 1,015.00 285.00 71.00 11.00 3.85 22.3 35.4" 935.0D 260.00 65.00 10.00 3.80 16.5 35.4" 1,010.00 285.00 71.00 11.00 3.65 Copyright ©2003, PRIMEDIA Business Magazines & Media Inc. A8 rights reserved. Rental Rate Blue Book, Volume 1 1-800-669.3282 §6-17 P)UME�ING DIAPHRAGM PUMPS (Portable and self -priming. Hoses and auxiliary equipment are not included.) Size Pump Capacity HP Monthly$ Weekly$ Daily $ Hourly Estimated Operating Cost S/Hc GASOLINE POWERED 2.0 in 2 115/230 Single 210.00 59.00 15.00 2.0 in 3,000 gph 5.0 515.00 145.00 36.00 5.00 2.70 3.0 in 5,100 gph 5.0 515.00 145.00 36.00 5.00 2.75 4.0 in 0,000 gph 8.0 700.00 195.00 49.00 7.00 3.55 4.0 in 14,000 gph 8.0 945.00 265.00 66.00 10.00 4.25 A(Double) 360.00 100.00 25.00 4.00 1.70 3.0 in 6 ELECTRIC POWERED Three 415.00 115.00 29.00 4.00 1.75 4.0 in 2.0 in 2,400 gph 1.0 440.00 125.00 31.00 5.00 2.05 3.0 in 3,000 gph 2.0 495.00 140.00 35.00 5.00 2.30 4.0 in 6,000 gph 2.0 555.00 155.00 39.00 6.00 2.45 4.0 in 14,000 gph 3.0 795.00 225.00 56.00 8.00 3.15 A(Double) 14.00 4.85 4.0 in 45 600 Three 1,310.00 DIESEL POWERED 91.00 14.00 6.00 4.0 in 50 460 Three 2.0 in 3,000 gph 6.0 585.00 165.00 41.00 6.00 2.70 3.0 in 6,000 gph 6.0 595.00 165.00 41.00 6.00 2.70 4.0 in 8,000 gph 6.0 685.00 190.00 48.00 7.00 2.95 4.0 in 14,000 gph 6.0 975.00 275.00 69.00 10.00 3.75 A(Double) ELECTRIC SUBMERSIBLE PUMPS (Includes 50' of cable.) size HP Voltage Phase Monthly S Weekly S Daily S Hourly $ Estimated Operating Cost wr. 2.0 in 2 115/230 Single 210.00 59.00 15.00 2.00 1.00 2.0 in 2 230/460 Three 210.00 59.00 15.00 2.00 1.00 3.0 in 4 115 Single 265.00 74.00 19.00 3.00 1.40 3.0 in 4 230 Single 315.00 88.00 22.00 3.00 1.45 3.0 in 6 2301460 Three 360.00 100.00 25.00 4.00 1.70 3.0 in 6 6DO Three 415.00 115.00 29.00 4.00 1.75 4.0 in 10 230/460 Three 515.00 145.00 36.00 5.00 2.20 4.0 in 12 600 Three 570.00 160.00 40.00 6.00 2.45 4.0 In 25 230/460 Three 1,185.00 300.00 83.00 12.00 4.30 4.0 in 30 460 Three 11305.00 365.00 91.00 14.00 4.85 4.0 in 45 600 Three 1,310.00 365.00 91.00 14.00 6.00 4.0 in 50 460 Three 1,420.00 400,00 100.00 15.00 655 4.0 in 60 460 Three 11580.00 440.00 110.00 17.00 755 4.0 in 140 460 Three 3,220.00 000.00 225.00 34.00 16.05 6.0 in 12 230/460 Three 11085.00 305.00 76.00 11.00 3.15 6.0 in 12 600 Three 11065.00 305.00 76.00 11.00 3.15 6.0 in 35 460 Three 1,405.00 395.00 99.00 15.00 5.40 6.0 in 60 460 Three 1,615.00 450.00 115.00 17.00 7.60 6.0 in 60 600 Three 1,535.00 430.00 110.00 17.00 7.50 6.0 in 95 460 Three 2,150.00 600.00 150.00 23.00 11.05 6.0 in 95 600 Three 2,375.00 665.00 165.00 25.00 11.40 8.0 in 120 460 Three 2,180.00 610.00 155.00 23.00 13.05 10.0 in 95 460 Three 2,400.00 670.00 170.00 26.00 11.40 Copyright ® 2ee4, PRIMEDIA Business Magazir es & Media Inc. All rights reserved. §16.12 Rental Rate Blue Book, Volume 1 1.800669.3282 1004 LARGE GENERATOR SETS (cont.) Prime Output ® 60 Hz HP Monthly S Weekly S Daily S Hourly $ Estimated Operating Cost S1Hr. DIESEL POWERED 20 KW 33.0 665.00 185.00 46.00 7.00 5.95 30 KW 43.0 695.00 195.00 49.00 7.00 6.85 40 KW 57.0 735.00 205.00 51.00 8.00 8.15 45 KW 64.0 640.00 180.00 45.00 7.00 8.55 50 KW 70.0 760.00 215.00 64.00 8.00 9.30 60 KW 855 735.00 205.00 51.00 8.00 11.05 65 KW 92.0 855.00 240.00 60.00 9.00 11.85 75 KW 107.0 930.00 260.00 65.00 10.00 13.30 90 KW 128.0 990.00 275.00 69.00 10.00 15.20 100 KW 143.0 835.00 235.00 59.00 9.00 16.20 110 KW 160.0 1,110.00 310.00 78.00 12.00 19.35 125 KW 200.0 11165.00 325.00 81.00 12.00 22.90 150 KW 260.0 1210.00 340.00 85.00 13.00 28.15 175 KW 264.0 1245.00 350.00 88.00 13.00 28.55 200 KW 375.0 1,255.00 350.00 88.00 13.00 38.10 225 KW 390.0 1580.00 440.00 110.00 17.00 41.90 250 KW 435.0 1.515.00 425.00 105.00 16.00 45.65 270 KW 385.0 1,720.00 480.00 120.00 18.00 41.70 300 KW 428.0 1,610.00 450.00 115.00 17.00 45.20 365 KW 520.0 1,730.00 485.00 120.00 18.00 53.35 400 KW 570.0 1,910.00 535.00 135.00 20.00 57.95 450 KW 640.0 2,465.00 690.00 175.00 26.00 72.30 500 KW 713.0 2,965.00 830.00 210.00 32.00 79.55 600 KW 855.0 3,435.00 960.00 240.00 36.00 92.65 625 KW 900.0 3,480.00 975.00 245.00 37.00 99.35 660 KW 930.0 4225.00 1,185.00 295.00 44.00 103.30 750 KW 1.050.0 4,350.00 1.220.00 305.00 46.00 113.85 -- 800 KW 1,125.0 4,805.00 1,345.00 335.00 50.00 121.20 840 KW 1,175.0 4,890.00 1,370.00 345.00 52.00 125.80 900 KW 11250.0 5,045.00 1,415.00 355.00 53.00 132.55 1,000 KW 1.425.0 5,840.00 1,635.00 410.00 62.00 149.10 1.100 KW 1,550.0 6,985.00 1,955.00 490.00 74.00 162.10 Copyright t. 2004, PRIMEDIA Business Magazines & Media Inc. All rights reserved. §11-16 Rental Rate Blue Book, volume 1 1 600469-3282 2Q04 Jon David Johnston Johnston Excavating,. Inc 805 Blackmore Place Bozeman, MT 59715 THE CITY OF BOZEMAN 20 E. OLIVE • P.O. BOX 1230 BOZEMAN, MONTANA 59771-1230 ENGINEERING DEPARTMENT PHONE: (406) 582-2280 • FAX: (406) 582-2263 August 6, 2013 RE: City of Bozeman 2012 Water Renovations Project Proposed Final Pay Quantities and Extras Dear Mr. Johnston: We have reviewed your proposed change order final pay request information, and disagree with several of the items as submitted. Below is a description. of the items in question and our position on them for your review. Once you have had a chance to go through them, we can schedule a meeting totry to resolve the differences. Bid Items 7, 201, & 301, Connection to Existing Main. We disagree with the count you have provided. The count for item 7 should be 5 rather than 7; item 201 should be 1 rather than 2, and item 301 should be 3 rather than 4. We believe what you have included is an extra 2 for the valve on Tracy, and two rather than one at each of the tees that were cut in on Aspen and Bryant. This is incorrect and not how those items are paid for. Payment under item 40 was the complete compensation for cutting in the valve on Tracy. The description on the plans called for installation of the valve and couplings, and the measurement and payment forr valves states that payment "includes all other work necessary or incidental for completion of the. item". Similarly, cutting in the tees on Bryant and Aspen constitute one connection to an existing main at each location. Connecting to one side of the tee only does not constitute a full connection. Furthermore the measurement and payment for this item states that it is for "all materials equipment and labor to complete the connection" and specifically calls out spools and. couplings — both plural. indicating it covers both sides. Finally this is the standard in the industry for how payment is made for simply cutting in a tee. On the larger installations at College and Garfield, we did specifically choose to pay for each end that was connected, but this was. because of the unusual nature of these installations.. They were a large number of fittings and some pipe between the connection points on Garfield and on College; there was a bunch of main installed in between the connection points. This did not carry over to the valve, or tees in the other locations. This is clearly evidenced by the quantities that were provided in the bid form. The total number of connections that should be included in the pay request is therefore 9, not 13 as you contend. HOME OF MONTANA STATE UNIVERSITY GATEWAY TO YELLOWSTONE PARK 2. Pay item 321, Asphalt Restoration on Bryant and Gold. We cannot figure out how you have come up with your number, but our position is that the appropriate number is 1128 lineal feet rather than 1151 as you have submitted. Our number is based on the lineal feet measured along the centerline of the pipe as stipulated in the measurement and payment for the item. You seem to be converting the area where you had a wider excavation into an equivalent lineal foot measurement. This is incorrect, and the whole reason for the payment to be made by the lineal foot rather than square foot. It is your responsibility to control the width of the trench and/or adjust your unit price at the time of bidding to include areas that you know will be larger than normal due to cutting in a tee for instance. Also, it appears you may have included the area that you had to make the sewer service repair in your estimate. This service was properly marked and the costs for the repair and restoration of it are your responsibility. In addition to all of this, our street department had to go out and repair two damaged areas on Bryant that we need to be credited for. They used their spray patcher and accumulated the following costs: Tote of oil @ $950, 2 truck loads of chips @ $215, and 2 workers for 6 hours each - $300; for a total of $1465. 3. Extras for 6/9: We concur with the 6" pipe and gate valve as requested, but do not agree with the other items as submitted for this day. All of the mains that are being replaced on these projects have been in the ground a number of years. It is only reasonable to expect that at the majority of the tie in locations you will not be able to get a complete shut down and water will need to be dealt with. Additionally, in this location there was ground water in the trench that needed to be dealt with. Therefore we don't believe any additional time was due for that reason. In regard to the 30 CY of 1.5" minus, we feel that this should be paid for under the item discussed in 4 below at the agreed to unit prices rather than the higher amount requested. Even though it is outside of the normal work days allowed in the contract, we permitted you to work on Sundays. It was your responsibility to insure you can get or have the materials you need to complete the work on site. This also applies to the assertion that you should be granted a day because you ran out of backfill by 10:00. Finally, Andy said you had planned to shut down that day early to go to a graduation, so there was very little lost time even with the lack of material- We therefore don't believe you are due any contract time for this day. 4. Import extras, 6/10, 6/11, 6/12, 6/14, 6/17: We object to the pricing you have included on these items. Before we ever began importing the material, Shawn and Andy came to an agreement of $10.50/ CY plus $45/truck haul out. This was supposed to be the complete and full price to bring in and place the material and dispose of the existing material. Your submittal now not only includes additional costs for a loader and operator, but you have also added 15% on top of the cost of the material and haul out. We expect you to live up to the price that you quoted up front before the work was completed. We also feel we should not be responsible for all of the backfill that was ultimately used. On 6/12 you broke a sewer service that took most of the day to repair. Had you not broken that, you would likely have made the tie in the next day. As a result of the service break the work went into 6/14 when there was heavy rain requiring additional import that would otherwise not have been required. We feel we should be credited for 90 yards of material for this delay on your part. 5. Garfield Hymax issue: We have several issues with this item as submitted. For the 4 %2 hours on 6/22, the majority if not all of the equipment should be charged at standby rates since it was not working. Standby rates are charged at 50% as specified in SC -11.01. We feel the 7 %2 hours requested to set up the temporary is very excessive. There were only 5 houses that required temporary connection using hoses, and our people on site said it took about half of that time. On 6/27 for the repair, you have 3 people at 8 hours each, but used the rate for the entire crew, and then had Shawn and Krystal add in again underneath. Finally, the 2 %2 hours to remove the temporary should be discounted by $185 that we had to pay for a plumber to go back and repair one spigot that was leaking and another in which the backflow preventer replaced. 6. Aspen wash and clean. Our position on this item is that you are not due anything. Cleaning of the streets after the installation of the main is part of the required work on every street within the project and is incidental to other items (see MPWSS 01700 1.1, and 0222I 3.8). In this case, you did not even complete the job satisfactorily. When Big Sky went back in to overlay it, they wanted us to pay an extra $700 for additional cleaning that was necessary before it could be overlaid. 7. Time: With the changes above, all of the hours added up come to 23, or rounding up, 3 calendar days. You are also due 4 additional days when we would not let you start on the Garfield work until the 18`h when you wanted to start on the 13`h. Together that would give you 8 additional calendar days for substantial completion. You were 14 calendar days over which means there are 7 days of liquidated damages. due, or $3,500. We feel this is extremely generous on our part since we allowed you to do a bunch of preparatory work this spring without starting the contract time, and allowed you to work on weekends and holidays which by the contract are not normal working days and require special approval. In addition our observation was that the primary delay at the end of the project was due to your failing bac-t tests coupled with your lack of adequate material for setting up the temporary water on Aspen. All of these items must be resolved and a change order processed before we can make payment on them. We will also need the consent of surety, lien releases, and copies of all of your certified payrolls in order for us to make final payment on the project. Please let us know when you have completed your review of the issues I have presented and would like to get together to discuss in an attempt to resolve. Since Robert J. ay Jr., P M nAl? Project Engineer cc: ERF Project File �f UJ)N� iir S 6117//3 - 71ZII3 Base Bid: South Black Avenue Item Description Unit Quant1tv 1 Taxes, Bonds, Insurance L.S. 2 Mobilization L.S. 3 4" Gate Valve wN. B. Each 4 12" Gate Valve wN.B. Each 5 14" Gate Valve wN.B. Each 6 24" Butterfly Valve wN.B. Each Z 7 Connection to Existing Main Each 7 8 6" 45 or 11 v4 deg MJ Bend Each 9 12" 22 trz deg MJ Bend Each -2- 10 10 8" x 6" MJ Tee Each 11 12" MJ Tee Each 7 12 24" x 14" MJ Tee Each 13 24" x 8" Tapping Tee with Valve Each 14 24" x 6" Tapping Tee with Valve Each 15 24!'x 12" MJ Cross Each 16 4!'x 3" MJ Large End Bell Reducer Each 17 12" x 14" MJ Large End Bell Reducer Each j 18 12" x 18" MJ Large End Bell Reducer J Each J 19 16" x 14" MJ Reducer Each 20 24" x 16" Plain End Reducer Each 21 6" CL 51 D.I.P. L.F. 22 8" CL 51 D.I.P. L.F. 23 12" CL 51 D.I.P. L.F. Z3 24 14" CL 250 D.I.P. L.F. 25 18" CL 250 D.I.P. L.F. g 26 24" CL 25 D.I.P. L.F. 7-3 27 Service Reconnection Win trench limits 2" diameter and smaller Each 28 Service Reconnection outside of trench limits 2" diameter and smaller L.F. 29 Service Reconnection outside of trench limits 4" diameter and smaller L.F. 30 Install Expansion Tank and Backflow Preventer Each 31 Connection inside House from Meter to Existing Line Hr. 32 Fire Hydrant 6v2' Bury Each 33 Traffic Control L.S. 34 Temporary Water System L.S. 35 Gravel Street Restoration L.F. 36 Asphalt Surface Restoration L.F. v 37 Curb Box/Valve Box Removal Each 1 38 Quality Assurance Testing L.S. Additive Alternate No. 2: E Aspen & N. Church Item Description Unit Quantity 201 Connection to Existing Main Each { 2 202 8" MJ Gate Valve wN.B. Each 203 8" x 6" MJ Increaser Each o 204 8" x 6" MJ Tee Each / 205 16" x 8" MJ Tee Each 2 206 8" CL 51 D.I.P. L.F. / 207 Service reconnection w/in trench limits 2" diameter and smaller Each 208 Service reconnection outside trench limits 2" diameter and smaller L.F. U 209 Install Expansion Tank and Backflow Preventer Each 210 Connection inside House from Meter to Existing Line Hr. 211 2" Blowoff Assembly Each / 212 Fire Hydrant 6.5' bury Each / 213 Insulation L.F. 3Z 214 Traffic Control L.S. LS 215 Temporary Water System L.S. LS 216 Locate & Repair Sewer Service Each Z 217 Quality Assurance Testing L.S. b 218 Asphalt Restoration L.F. yy 219 Gravel Street Restoration L.F. 220 16" MJ Gate Valve wN.B. Each / TOTAL ADDITIVE ALTERNATE NO.2 Additive Alternate No. 3: Bryant St and Gold Ave Item Description Unit Quantity 301 Connection to Existing Main Each 44- 302 302 8" MJ Gate Valve 01.13. Each 303 8" x 6" MJ Increaser Each / 304 12" X 8" MJ Increaser Each / 305 8" x 6" MJ Tee Each 2 306 8" MJ Tee Each / 307 12" X 8" MJ Tee Each 3D8 6" 45 or 11 va deg MJ Bend Each / 309 8" CL 51 D.I.P. L.F. 1079 310 Service reconnection Win trench limits 2" diameter and smaller Each 311 Service reconnection outside trench limits 2" diameter and smaller L.F. O 312 Install Expansion Tank and Backflow Preventer Each G 313 Fire Hydrant 7.0' bury Each / 314 Fire Hydrant 7.5' bury Each / 315 Insulation L.F. S 316 Traffic Control L.S. 317 Temporary Water System L.S. 318 Curb Box/Valve Box Removal Each 7- 319 319 Locate & Repair Sewer Service Each / 320 Quality Assurance Testing L.S. v 321 jAsphalt Restoration L.F. ))S dTpot= C" 0_1.P.: 6- &-r G `' �7i�7G ��TwL � I L ✓f -`i k[K LLZ C�Uc. 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BOX 69 BELGRA' s MONTANA 59714 INyy++' SAND, GRAVEL & EXCAVATION WORK i v , • 406-388-6844 • FAX 406.388-6091 W 4849 PJVER GRAVEL LLC TMC Job # Sold to�� Date Mailing Address Delivered to�/�a� C Driver's Signature `i' (��)1� 2g Dv a « B3 SZI =s: (7) Net due on 101h of the month; (p) gccounts 30 days past due are subject [o a Finance Charge at the rate of 15M, per mum or as allowable in MCA 31.1-107-month; 3 e account is paid in Full, including all finance charges; (4) In the) Accounts 60 days evendue t is nill ieces out on a CASH ONLY BASIS until flection, including reasonable altomeys Fees. necessary, you agree to pay all costs of the partevenl of delivery beyond curb line, the company will not assume liability for damage to Sidewalk, driveway or other a purchaser shall in no event accept deliveries of materials not in accordance with the agreement eipl of such materials and the signature of Iha consignee's agent shall an ce With an ase to himself or 9 merit of the parties; otherwise his properly during the process of deliveryor Placing Y and an claims of whatsoever nature, p g of said materials by TMC, Inc. :ancelalion accepted after gravel has been loaded in carnets truck at our plant. Not ier's truck it corner so requests. responsible For overloading product on MAC P.O. BOX 69 BELGRA' MONTANA 59714 �y,g^^�SAND, GRAVEL & EXCAVATION WORK �� V �lJ • 406-388-6844 • FAX 406-388-6091 CS 6 -7 71 0 k� CAMERON SPRINGS, LLC va7 14 TMC Job # Sold toDate Mailing Address Delivered to _ Ury11-1� Kv l� Driver's Signature Received by Terms: (1) Net due on 101h of the month; (2) Accounts 30 days past due are subject to a Finance Charge at the rate of 15% per annum or as allowable in MCA 31-1-107; (3) Accounts 60 days past due will automatically be put on a CASH ONLY BASIS until the account is paid in full, including all finance charges; (4) In the event collection is necessary, you agree collection, including reasonable attorney's fees. to pay all costs of In the event of delivery beyond curb line, the company will not assume liability for damage to sidewalk, driveway or other property. The purchaser shall in no event accept deliveries of materials not in accordance with the agreement of the parties; otherwise receipt of such materials and the signature of the consignee's agent shall preclude any and all claimsof whatsoever nature, muse to himself or his property during the process of delivery or placing of said materials by TMC, Inc. NO canoelation accepted after gravel has been loaded in comer's truck at our plant. Not responsible for overloading product on tamer's truck if carrier so requests. V� p0. BOX. 69 V BELGRA MONTANA 59714 y SAND, GRAVEL & EXCAVATION WORK I\� C 406 388.6844 •FAX 406-388-6091 0 �V T 64999 TMC Job # /101 Sold to Date Mailing Address C�?J Delivered to a`ik r% Driver's Signature '�) � fj,�, QUANTITY DESCRIPTION I. UNIT PRICE �. � y"` llt.i.LGYi� TOTAL 2. 3. Yc u 1Ad t r �A 4. O b 5. 6. 8. 3. 10. Iecel dev by TOTAL rms: (1) Net due on 10th of the month; (2) Accounts 30 days past due are subject to a Finance Charge al the rate 0175 per numorasailowable in MCA31-1-107;(3) Accounts 60 days past due will automaticall be + account is Paid in full, including all finance charges; (4) In the event mile is necessa lection, including reasonable attorney's tees, y Put on a CASH ONLY BASIS until ry you agree to pay all costs of per y. event of delivery beyond curb line, the company will not assume liability for damage to sidewalk, driveway or other pa Purchaser shall in no event accept deliveries of materials not in accordance with the aipl or such materials and the signature of the consignee's agent shall Preclude any andall claimseement the of who nature, se to himself or his property during the process of deliveryParties; otherwise or placing of said materials b T 'ancelalion accepted Y MC, Inc. er's truck if mmll tl after gravel has been Ioatled in carrier's truck at our plant. Not responsible for Overloading product on 3r L pGMp TANA 59914 BELGRA' WORK 614-3 VEL &FAX 406 38 6091 CCS SAND, GRA 6gg4' NGS, LL CAMERON SpR1 Date Job# id to ailing Address Rd C 1eiivered to TOTAL s Signature UNIT PRICE ,river ° DESCRIPTIO QUANTITY L ki 1 _ CO 4. CO C) 6. 7 9. SO?AL 10. Charge atihe rateBASiS P til e'eeve gp days Past due will a omztloally e W Y°a 9 A, Flu SN ONPaY all costs of d by me ° Net du Cp3tmonth l2) �IoAGcounis 60 0) In Its event collectiondr\veWaY °r Diner oU nt,%Pe o, a sable , '107113) e charges: (4) of as e to sldewalK, Terms: lt) allowable ium Udin9 allfmanc for dama9 is ynnum or as pal in toll, including s"a liability i att°meY's fees. Wills the accoo _hiding reaso a company s collection, Incand curb line, ih e W 0 the a9d aA Ment of an all claims of In the event °t delivery bay accordant n TMG Ina W B hat'oawer sat re PrOP ,,Al Inevent accept dehvoF the cons„,,'ana Pl01 yci 9i ana°li� lit mate ials by °vellcadin product on edYeior The P i such materials and ye Sign the Process o[ debvety' ck at aur Plant. Not resPonsib mhaser rcaus to Cso”, i ar his Prof duvet has been loaded in carries lru No cancelation accepted alter gra r's lrUc, ii carrier carties° mgUests „n. BOX 69 59114 MONTANA WORK- ORK r BI;LGRf &EXCAVATION U�®®® SAND, GRAVEL -8, Efp'-X'406-388-6091 NTIP� 406-3S9- 6 iN V • pate �� G Job n 1 __ ,. ld tom L ailing Address --- delivered to privets Signature pUANTITY l _S , DE GS RIPS 2. lZ--rL- 3. 4. 5. � TpTAL UNIT PRIGE 8. 9 � TOTAL 10. OQ Finance Ghar9a at the rate of 5°;°Per are subjectto a ui on a CASH ONLY r elI c until Von agree to Pay all casts of ReceivedbY 30 days Pastddue ry h aromatically be y n"s "' Net doe on MCA 31-1.10 (ncG 0ouh aes, is sPast uan toolt aecUon is necessaae to sidewa or other 10th ai The month: l l Accounts 60 dl In the eve Ik givewaY all tine -terms allowable in incWdin9 iees. Y Paid in iul6 able attorney s assume I,abdil for da count is P . reason will not the ac Iud�n9 line, the company collection. Ine d cu,b with thepiall agreement of the Parties'�y u,e olh on acca,danccl de any an laims f whaisoeve event of delivery bey aterials note shall Precut by TMC' Inc act on InI nees agent of said materials all in e si9na aliv 1th Sio d of ible to, overbading Pro P` no evenl accept d e of the cons d'I very or Plac,n9 `FIs anerY du the Process d in caniei s truck at ou, Planf. N resPons n ring ,el has been bade MONTAMP 59114 rr 6 BE1 GRENololl ND, GRAVEL & FAX 406 388-6091 LCV.7 SA ao6-3SR ON Sg�iI1vGS,L OP•CAS pat Jo d to 03 �rGn9 Address to � p pR10E 1pTA� >eGvered �01L%� UN�1 ��. pr�ver's Signature �� DESCF�p110N o0 0.0 9. to Gha9 LY of tSl=Pel�� C�^a t a at the tale BAstSI in nacN etved by nts 30 days Past due w'd1 autom C Sallyeb SPary yoo a9se Oo PaY all costs °t Pcco tlaY Pali t clio ° way °f other Re0 the month', l pcco�nts 60 4)1n the even cone a t sidewalk. drive '.. iefms: as duwon ableott`�'Cp3dm9,altnanceschat9es:l IiabililY tot dama9 ° otheMise . a110 din tulonabte am"y sfee y zc ouni is P?� the company will not assume cion, iocWdm0 tea b line, nce wd a d hthe 9 ylmcla at tol whatsoever naWte cone and cut In acco'da b 1Mc, Inc. act on of delvefY beY 'tmaterials notin shaat Staid matenalsnY \n the event pees for ovenoadin9 PtOd P"PettY' ccePt deliveries ons9, 1a6,09 onsble The Perchasof sm2le I " ane�y a�'0g the Pmpe s °t dell ca of Pkuck at out P t. Not resp ain is PfoP sbeenloaded'I nie 'eceiPtto hmself of ti cause ted after gtael nz etion accen o ceQuests. No cant latuck if carnet s "'n s D.0'M� T9 59'114 {� BELGR EXCAVATImvp ON WORK 6 p [ t V 5 AN p6- 88v68`� FAX 406-388-6091 �-F V I1�C• ®j pate 'G Job # 13 W 31d to ha+��ng Address _ f1ti TQTA� Delivered to UNIT pR1GE Driver's Signature DESGRIpTION 1. 2. S. 4. 5. [.1 1� subject to a Finan ui on atCPSN ONLY 81; costs oIS t 51 yp costs °I due ate alicallY be P ou a9ree to P oi Reee'vedby emonthsl2)Actlg countseodays^heeuewida¢ctonisne°essary,Y d oth veal riven aY or et loth 0 ue ann ml°r asisAlcavablo in paln Mn nce lu atloo it �41w of assume Iiabioll lot damage lO side of ne Parries; othna �rE s comPanY itl n the "Cu",lading tea the collection, lno beyond cudb line In the event of delivery ldeliveries of ns9nee'sis nagent �9aolfPaedm vo,alGlade onebaTMCa for ovims at What ding Product ot in ord PropedY' event acceP nalue,of the of deGveN or P p rcauPP l°hirnn mo`d15iPtoPeer gra e9has been oaded in c,uleistruck at our Plafi"Not res °nsble er o The p n e11 epled ah el carrier so re9aesls. No canceiaU°n a caaiei s track YlCi ;3ob# d to �i1in9 pd e ie1��ere dto. Driver's S�9' a/ p0.BO-69 59'114 Bi6LGRF N10N WORK S SAND GRA�Er' &' FAX 406 388 6091 LCCV CAMERON Sp��GS'L Date 6l W3 UNTO PRA, ce 0. at aFinance chivae H pN6Y B t c s'axe 01 P tot days Past due dueattdl auto(na<catlyc a 9aryo Y°U agree to PaY ed by nontnl lzl Acco Un`s 6� days east event colle llan is ne in other Re et due on lOtmCp31-1.tO7tl31P° y �� g d 0 4 1n ante chat es' for dama e to sl ewalk dr v ise il bl"nanu m °t a allowe aid in tu11, tnclu aftodxnganey s fees. will not assume IiabilAy ent of the Pan, s, , n ute, inctPding le'sonab the company he accoun he collection, pay°nd curb line, pot .�oaccoatda Y o P nce w'yhynY and all cans °f w on in the evens of deGvetY dapveries of ns gnee's ageaci 9 °ttP said mlan ora fiats b iM for overloading roduct P edY s P f d ivery of P of roP event '...9,lure et the co elresp°nsib a k out plan t. N the Purchaser mateflals ane Y d"ing toe process o c le ca 10h after gravel hasbeen lade to cafdei stN receipt °t Smgelt °c h top d e aooweda reguests- N0 cancelatlon mer carriei struck it ca i of 'j'CANA _ M 69 59 14 BELGi. I EX�pVA'rION M' ORK SAN 06- 88684A FAX 406-388-6091 T 64�1 ?N /o/ to jl�qll Da C fob Jokn ,Id to ,e1- Address �ai� lailin9 eyed to ' TOTAL IV �e1iv Uo4er'sS19nature �DEScFwT10N QUANTITY � �po rrt �yG4 ® ✓ �fJ 1. 3/Z 4�f 2. 3. 9. TO'(At- 10. aresublect VIs"'nneput on Goiage eCNtaB lc,i snot RAS eceived by ou a9 to P onthl (21 nis 60 days past event to IwvluaticallyecessatY. Y h Account ast d ellection Is n °l er ()It, 01 line ann s� 1°t a eadue aid na I - ci mt9omaYnanoeee°har9e5' (41 In the yssume IiabilitY toc dama9a to sidewalk dtivewaY or ise Ilowa tU ste m Doable a the account is P the comPanY will not collection, inelutlrt+9 teas line, the Wee beyond curb cc,,dafice with n all cCnm of the pane . y and s of whatsoever ^acute of deliveN not ins cedudtehals by IMG Inc. In Inc event el materials ent shall P roduct on Pinpoint ccePt delivot the consignee's a9lacin9 of said me ovedoadin9 P Incutchaser shade 1a s and the sig the process o1 °` P ek at out Plant N°t teSPons�ble to( m no nater° dellveN P is proPeM1Y during caniet svu 'ause to hmsemoth been l o adedm ccepted attef Ta"d has k'8 caniet se requests. No cancelalion a caniet S lr^c nC BOX 69 597)4 BELGR, MONTANA S AN06G 88 6844& FAX 406 388 609ATJONw0RK T 64072 INC* 1©� 1 -MC Job # 13-00 Date (3 -old to Mailing Address Delivered to adz -- [)river's signature ` UNIT PRICE TOTAL QUANTITY DESCRIPTION 2. i- 4. 6. Q 9. 10. TOTAL Received by at the rate of 15% per subject to a Finance charge SN ONLY BASIS until t due are subj put on a CA all costs of p Accounts 30 dayspa tdue will aulomalicallybep ou agree to pay Terms. (1) Net due on 10th of the month) l ) all' In MCA31'1-107; (3) Accounts 60 days p paid in full, including all finance charges; (4) In the event collection Is necessary, annum or as a driveway or other the account Is p reasonable attorney's Pees. for damage to sidewalk. collection, including 111 not assume liability i delivery beyond curb line, the company w otherwise reemenl of the Panies; In the event o theof whatsoever nature, property and all claims event accept deliveries of materials note hall said any a TMC, Inc. The purchaser shall in no or lacing of said materials by roduct on ro erty during the process of delivery P receipt of such materials and the signature of the consignee's a Ian[. Not responsible for overloading P cause to himself or his p P No cancelation accepted after gravel has been tootled in carrier's truck at our p carrier's truck if carder so requests. TRAC1 ORS & EARTH6ilOVING SKID STEER LOADERS (cont.) (Includes bucket and ROPS, unless otherwise noted.) Estimated Operating Model (Yr.Disc.) Operating Capacity HP Monthly $ Weekly S Daily $ Hourly $ Cost $!Hr DIESEL POWERED (CONT.) NEW HOLLAND (CONT.) LX865 (1999) 2,200 lbs 60.00 1,915.00 535.00 135.00 20.00 9.45 LX885 (1999) 2,200 lbs 60.00 1,995.00 560.00 140.00 21.00 9.65 LX985 (1999) 2,800 lbs 75.00 2,345.00 655.00 165.00 25.00 11.35 SCAT TRAK (Formerly listed under COMPACT TECHNOLOGIES and TRAK INTERNATIONAL.) 1300C (1999) 1,300lbs 48.00 1,680.00 470.00 120.00 18.00 8.25 1300CX (1999) 1,300 lbs 48.00 1,775.00 495.00 125.00 19.00 8.45 1300D (2002) 1,350 lbs 49.50 1,715.00 480.00 120.00 18.00 8.25 15000 (1999) 1,5001bs 46.00 1,640.00 460.00 115.00 17.00 8.15 1500CX (1999) 1,5001bs 48.00 1,730.00 485.00 120.00 18.00 8.35 1500D (2002) 1.500 lbs 60.00 1,720.00 480.00 120.00 18.00 8.90 1500DX (2002) 1,500 lbs 60.00 1,810.00 505.00 125.00 19.00 9.10 1700C (1999) 1,750 lbs 80.00 1,835.00 515.00 130.00 20.00 10.50 1750D (2002) 1,750 lbs 86.00 1,940.00 545.00 135.00 20.00 10.90 1800C. (1999) 1,850 lbs 80.00 1,890.00 530.00 135.00 20.00 10.65 1 BOOCX (1999) 1,8501bs 80.00 1,990.00 555.00 140.00 21.00 10.90 2000D (2002) 2,000 Its 86.00 1,995.00 560.00 140.00 21.00 11.05 2000DX (2002) 2,000 lbs 86.00 2,095.00 585.00 145.00 22.00 11.30 2300D (2002) 2,300 lbs 86.00 2,140.00 600.00 150.00 23.00 11.35 2300DX (2002) 2,300 Ibs 86.00 2,210.00 620.00 155.00 23.00 11.50 THOMAS 85 850 lbs 15.80 1,315.00 370.00 93.00 14.00 4.90 95 SERIES II (2002) 900 lbs 33.50 1,445.00 405.00 100.00 15.00 6.30 105 11000lies 30.20 1,655.00 465.00 115.00 17.00 6.90 115 (2002) 1,100 lbs 33.50 1,675.00 470.00 120.00 18.00 7.20 135 1,300 lbs 39.00 1,595.00 445.00 110.00 17.00 7.30 153 1,500 lbs 46.00 1,685.00 470.00 120.00 18.00 7.95 175 1,750 lbs 56.00 1,820.00 510.00 130.00 20.00 8.75 205 2,100 lbs 56.00 1,925.00 540.00 135.00 20.00 8.95 225 (2003) 2,200 lbs 87.00 1,840.00 515.00 130.00 20.00 10.75 245 (2003) 2,400 lbs 87.00 2,070.00 580.00 145.00 22.00 11.20 250 2,600 lbs 83-00 2,020.00 565.00 140.00 21.00 10.80 255 2,500 lbs 83.00 2,150.00 600.00 150.00 23.00 11.10 PROTOUGH 1300 (2002) 1,300 lbs 39.00 1,480.00 415.00 105.00 16.00 7.10 PROTOUGH 1700 (2002) 1,7001bs 46.00 1,580.00 440.00 110.00 17.00 7.70 PROTOUGH 2200 (2002) 2,200 lbs 87.00 1,710.00 480.00 120.00 18.00 10.50 T -95S (2000) 900 lbs 19.80 1.235.00 345.00 86.00 13.00 5.05 T -103S (2000) 1,000 Ibs 33.50 1.525.00 425.00 105.00 16.00 6.95 T -135S (2000) 1,350 lbs 43.00 1,630.00 455.00 115.00 17.00 7.75 T-1535 (2000) 1,5001bs 52.00 1,625.00 455.00 115.00 17.00 8.30 T-173HL S SERIES 111 (2000) 1,700 lbs 52.00 1,785.00 500.00 125.00 19.00 8.60 T-245HD S SERIES (2000) 2,400lbs 83.00 2,070.00 580.00 145.00 22.00 11.15 T-245HDK (2000) 2,400 lbs 87.00 2,070.00 580.00 145.00 22.00 11.40 Copyright © 2004, PRIMEDIA Business Magazines & Media Inc. All rights reserved. 2nd Half 2004 Rental Rate Blue Book, Volume 1 1.800-569-3282 §9-21 P U IV, "T" l N G DIAPHRAGM PUMPS (Portable and self -priming. Hoses and auxiliary equipment are not included.) Copyright © 2004, PRIMEDIA Business Magazines & Media Inc. All rights reserved. gre-rz Rental Flat. Blue Book, Volume 1 1-txx1-669-3282 1004 Estimated Operating Size Pump Capacity HP Monthly $ Weekly $ Daily $ Hourly S Cost S/Hr. GASOLINE POWERED 2.0 in 3,000 gph 5.0 515.00 145.00 36.00 5.00 2.70 3.0 in 5,100 gph 5.0 515.00 145.00 36.00 5.00 2.75 4.0 in 8,000 gph 8.0 700.00 195.00 49.00 7.00 3.55 4.0 in 14,000 gph 8.0 945.00 265.00 66.00 10.00 4.25 A(Double) ELECTRIC POWERED 2.0 in 2,400 gph 1.0 440.00 125.00 31.00 5.00 2.05 3.0 in 3,000 gph 2.0 495.00 140.00 35.00 5.00 2.30 4.0 in 6,000 gph 2.0 555.00 155.00 39.00 6.00 2.45 4.0 in 14,000 gph 3.0 795.00 225.00 56.00 8.00 3.15 ♦(Double) DIESEL POWERED 2.0 in 3,000 gph 6.0 585.00 165.00 41.00 6.00 2.70 3.0 in 6,000 gph 6.0 595.00 165.00 41.00 6.00 2.70 4.0 in 8,000 gph 6.0 685.00 190.00 48.00 7.00 2.95 4.0 in 14,000 gph 6.0 975.00 275.00 69.00 10.00 3.75 A(Double) ELECTRIC SUBMERSIBLE PUMPS (Includes 50' of cable.) Estimated Operating Size HP Voltage Phase Monthly $ Weekly S Daily $ Hourly S Cost $/Hr. 2.0 in 2 115/230 Single 210.00 59.00 15.00 2.00 1.00 2.0 in 2 230/460 Three 210.00 59.00 15.00 2.00 1.00 3.0 in 4 115 Single 265.00 74.00 19.00 3.00 1.40 3.0 in 4 230 Single 315.00 88.00 22.00 3.00 1.45 3.0 in 6 230/460 Three 360.00 100.00 25.00 4.00 1.70 3.0 in 6 600 Three 415.00 115.00 29.00 4.00 1.75 4.0 in 10 230/460 Three 515.00 145.00 36.00 5.00 2.20 4.0 in 12 600 Three 570.00 160.00 40.00 6.00 2.45 4.0 in 25 230/460 Three 11185.00 330.00 83.00 12.00 4.30 4.0 in 30 460 Three 1,305.00 365.00 91.00 14.00 4.85 4.0 in 45 600 Three 1,310.00 365.00 91.00 14.00 6.00 4.0 in 60 460 Three 1,420.00 400.00 100.00 15.00 6.55 4.0 in 60 460 Three 1,580.00 440.00 110.00 17.00 7.55 4.0 in 140 460 Three 3,220.00 900.00 225.00 34.00 16.05 6.0 in 12 230/460 Three 1,085.00 305.00 76.00 11.00 3.15 6.0 in 12 600 Three 1,085.00 305.00 76.00 11.00 3.15 6.0 in 35 460 Three 1,405.00 395.00 99.00 15.00 5.40 6.0 in 60 460 Three 1,615.00 450.00 115.00 17.00 7.60 6.0 in 60 500 Three 1,535.00 430.00 110.00 17.00 7.50 6.0 in 95 460 Three 2,150.00 600.00 150.00 23.00 11.05 6.0 in 95 600 Three 2,375.00 665.00 165.00 25.00 11.40 8.0 in 120 460 Three 2,180.00 610.00 155.00 23.00 13.05 10.0 in 95 460 Three 2,400.00 670.00 170.00 26.00 11.40 Copyright © 2004, PRIMEDIA Business Magazines & Media Inc. All rights reserved. gre-rz Rental Flat. Blue Book, Volume 1 1-txx1-669-3282 1004 MOTJRS & GENERA-, f ORS LARGE GENERATOR SETS (cont.) Estimated Operating Prime Output 0 60 Hz HP Monthly S Weekly S Daily S Hourly $ Cost SIHr. DIESEL POWERED 33.0 665.00 185.00 46.00 7.00 5.95 20 KW 43,0 695.00 195.00 49.00 7.00 6.85 30 KW 57.0 735.00 205.00 51.00 8.00 8.15 40 KW 64.0 640.00 180.00 45.00 7.00 8.55 45 KW 70.0 760.00 215.00 54.00 8.00 9.30 50 KW 85.5 735.00 205.00 51.00 8.00 11.05 60 KW 92.0 855.00 240.00 60.00 9.00 11.85 65 KW 107.0 930.00 250.00 65.00 10.00 13.30 75 KW 128.0 990.00 275.00 69.00 10.00 15.20 90 KW 143.0 835.00 235.00 59.00 9.00 16.20 100 KW 160.0 1,110.00 310.00 78.00 12.00 19.35 110 KW 200.0 1,165.00 325.00 81.00 12.00 22.90 125 KW 260.0 1,210.00 340.00 85.00 13.00 28.15 150 KW 264.0 1,245.00 350.00 88.00 13.00 28.55 175 KW 375.0 1,255.00 350.00 88.00 13.00 38.10 200 KW 390.0 1,580.00 440.00 110.00 17.00 41.90 225 KW 435.0 1,515.00 425.00 105.00 16.00 45.65 250 KW 385.0 1,720.00 480.00 120.00 18.00 41.70 270 KW 428.0 1,610.00 450.00 115.00 17.00 45.20 300 KW 520.0 1,730.00 485.00 120.00 18.00 53.35 365 KW - 570.0 1,910.00 535.00 135.00 20.00 57.95 400 KW 640,0 2,465.00 690.00 175.00 26.00 72.30 450 KW 713.0 2,965.00 830.00 210.00 32.00 79.55 500 KW 855,0 3,435.00 960.00 240.00 36.00 92.65 600 KW 900.0 3,480.00 975.00 245.00 37.00 99.35 625 KW 930.0 4,225.00 1,185.00 295.00 44-00 103.30 660 KW 1,050.0 4,350.00 1,220.00 305.00 46.00 113.85 750 KW 1,125.0 4,805.00 1,345.00 335.00 50.00 121.20 800 KW 1,175.0 4,890.00 1,370.00 345.00 52.00 125.80 840 KW 1,250.0 5,045.00 1,415.00 355.00 53.00 132.55 900 KW 1,425.0 5,840.00 1,635.00 410.00 62.00 149.10 1,000 KW 1,550.0 6,985.00 1,955.00 490.00 74.00 162.10 1,100 KW Copyright 32004, PRIMBDIA Business Magazines & Media Inc. All rights reserved. 2004 §11-16 Rental Rate Blue Book, Volume 1 1-800.669-3282 RENTALS 0HNST{?N '�X&6ifiING INC' 012 'WAT.EIR REN'OVATI'QNS . OZEMAX> MT .x3715 Page: 1 RENTAL RETURN INVOICE j - Qty Et;uipment # M.a ;3i£y CV`eelc ;4 i+fe0ls e. Amount . 1 AIR COMPRESSOR -TOWABLE 185CFM 150.00 150.00 600.00 1600.00 150.00 1352113 Make: ATL Model: XAS185PE Ser #: HOP038081 HR OUTI 373.00 HR IN1 375.00 TOTAL: 2.00 1 AIR HAMMER 90# 35.00 35.00 105.00 325.00 35.00 OH905509 Make: ATLAS COPC Model: 90LB09 Ser #: 1301 SALES ITEMS: Qty Item number Unit Price 1 ENV ti EA 3.000 3.00 ENVIRONMENTAL CHARGE Sub -total: 188.00 Total: 188.00 CUSTOMER RESPONSIBILITIES: t. m: unng Ore Ramal Penna. Cusmmer scan maartain Me loibvnng mrmmum coverage: (a) general liaoimty insurance of not teas Aran (ij Sa,CW.geJ per aeeuereneeior persanat injury: fij a'aJJ,JJu for p,Ppaay damage: (b) physical damage insurance covering lossfdamage to the Equipment in an amount equal to Me reptacement cost (c) workers' waperrsauon innocence as required by law; and (d) automobile liability insurance (including comprehensive and cogision coverage, a hired and non-avmed vehicte liability coverage and uninsured/underinsured motorist coverage), in the same amounts set forth in subsections (a) and (b). If Me Equipment is to be used or bemoaned an any roadway. The insurance shall include coverage far Customers contractual liabilities herein. The insurance shall not exclude hoc damage or boom overload. • Such policies shall name Titan as an additional Insured (including and additional insured endorsement) and loss payee, ant provide or Titan th receive at least W days pnor written notice of any canceilalx or material change. Customer shall provide Titan with certificates of insurance evidencing the required policies prior to any rental and at any time upon T'itan's request. • In the event that Customer does not have insurance covering damaga/loss to the Equipment, Than "'ll insure this demagelloss risk for the Equipment at a charge of 15% of the rental amount, but Customer remains liable far any deductible. • Customershall. at its expense, insure proper maintenance in accordance with the operating manual including, but not limited to, using pmperfuel, regulargreasin checking oil and fluid levels, maintaining eome, th pressure, antl shadul.g Cil „angers (perfc,:na: gy7tar.) 7 i50:,ghi intervals. • Customeris responsible for all maintenancelrepairs beyond normal wearard tear that are not covered by manufactureYs Wamanty. • Customer is responsiblefor chain and teeth wear on trenchers. • All maintenanc mpairs shall be performed only by Titan, using OEM parts. fitters and al. • Customer shall return Me machine in reasonably dean condition or will be charged for cleaning the equipment at $50 par hour (2 hour minimum). Customer assumes all asks associated with the Equipm • Customer shall only permitpropedy"tried bidrvidualsb • If the Equipment does not operate properly{rs add suitab regarding use d Ea iipmem, custemerahhu not use the THIS AGREEMENT 'trim. or n nm rix LESSEE (Custor Name Date Pendd, including injury and damage to persons and property. need use, does not have operating and safety instructions (amens operating manual), or If Customer has any questions comact Titan immediately. .CONDITIONS ON THE REVERSE SIDE, CUSTOMER HAS HAD THE OPPORTUN" TO READ THE ? Signature LESSOR (titan Machinery) Date Signature 11m: Local Service, Nationwide P.O. Box 1419 Thomasville, GA 31799-1419 19861 AB 0.384 EM82X IM910724034370 P1505977 0001:0002 upurnrirhllrl6hhPdlullrillrihr6llllll6hhlrglrlli ~z JOHNSTON EXCAVATING INC ACCOUNTS PAYABLE 805 BLACKMORE PL BOZEMAN MT 59715-2713 INVOICE BRANCH ADDRESS HDSWW-BELGRADE MT Branch - 593 5240 JadDabbil Lane Belgrade MT 59714 406138&5980 Shipped to: INVOICE# 8139835 INVOICE DATE 6128!13 ACCOUNT# 183568 SALESPERSON CHRISMPHERANDERS BRANCH # 593 SEE BELOW SMALL MISC MAT L r - $722.17 Remit To: HD SUPPLY WATERWORKS, LTD. FILE #56214 LOS ANGELES, CA 90074-6214 SMALL MISC MATL SALES ONLY BOZEMAN,MT CUSTOMER JOB- 000 SMALL MISC MATL ------------------------------------------------------------------------------------poop-------poop-Opport—n ty Tpoop r poop-- Retum Top Portion With Payment For Faster Credit Thank You For The Opportunity To Serve Yot We appreciate your prompt payment. Date Ordered Date shipped Customer PO No. Job Name Job No. Bill of Lading Shipped Via 10rderNumt 6/25/13 1 6/27/13 SEE BELOW SMALL MISC MAT L 000 OUR TRUCK B139835 Product Code Description Quantity Quantity Back- Price Per Amount Ordered Shipped Ordered CUSTOMER PO#- BOZEMAN EMERGENCY 21116R12M 16X12 MJ REDUCER (0 DI C153 1 1 247.6800 EA 247. 1AMF716SLDEP16 16 ONE-LOK DI RESTRAINT W/ACC 1 1 176.6900 EA 176. 21AMF712SLDEP12 12 ONE-LOK DI RESTRNT SLDEP12 1 1 112.8000 Fes, 112. This transaction is governed by and subject to HD Supply Waterworks standard terms Terms SabTotal and conditions, which are incorporated herein by this reference and accepted. To review these terms and conditions, please point your web browser to http://watemorks.hdsupply.coni/TandCt. NET 30 537,17 Frei ht Delivery Handling Restock Misc. Tax 185.00 • , $722.17 HDSW W - BELGRADE MT Branch - 593 5240 Jackrabbit Lane Belgrade MT 59714 0001:0002 THANK YOU FOR YOUR ORDER VISIT WATERWORKS.HDSUP PLY.COM FOR OTHER SERVICES OFFERED • B139835 Page 1 of 1 EWATERWILS.1 Local Service, Nationwide P.O. Box 1419 Thomasville, GA 31799-1419 3601 MB 0.405 E0345X 10531 0729865534 P15190960001:0001 III lrhIIif111Ih1I111111111111111111h1I111I111111111IfIII 11III 1 FSFSt JOHNSTON EXCAVATING INC ACCOUNTS PAYABLE 805 BLACKMORE PL BOZEMAN MT 59715-2713 Return Top Portion With Payment For Faster Credit INVOICE BRANCH ADDRESS HDSW W - BELGRADE MT Branch -593 5240 Jackrabbit Lane Belgrade MT 59714 40613883980 Shipped to: INVOICE# B162676 INVOICE DATE 7105113 ACCOUNT# 183568 SALESPERSON CHRISTOPHERANDERSC BRANCH # 593 7103113 SEE BELOW SMALL MISC MATL $1,218.64 Remit To: HD SUPPLY WATERWORKS, LTD. FILE #56214 LOS ANGELES, CA 90074-6214 CUSTOMER PICK-UP - e Joe- 000 SMALL MISC MATL -------------------------------------------------- Thank You For The Opportunity To Serve We appreciate your prompt payment Date Ordered Date Shipped Customer PO No. Job Name Job No. Bllt of Ladin Shi ped Via Order Numb 6128113 7103113 SEE BELOW SMALL MISC MATL 000 WILL CALL B162676 Product Code - Description Quantity Ordered Ordered Quantity Shipped Back- Ordered Price Per Amount CUSTOMER PO#- BOZEMAN REHAB 7420001920260 2000-1920-260 16" HYMAX CPLG 1 1 1218.6400 EA 1,218.( This transaction is governed by and subject to HD Supply Waterworks standard terms TermsSubTotal and conditions, which are incorporated herein by this reference and accepted. To review these terms and conditions, please point your web browser to imp:lfwaterworks.hdsuppty.comrrandCl. NET 30 1,218.64 Freight Delivo Handlin Restock Mise. Tax ' $1,218.64 HDSW W - BELGRADE MT Branch - 593 5240 Jackrabbit Lane Belgrade MT 59714 0001:0001 THANK YOU FOR YOUR ORDER VISIT WATERWORKS.HDSUPPLY.COM FOR OTHER SERVICES OFFERED INVOICE: Page 1 of 1