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Resolution 4548 Alteration of Contract with Johnston Excavating, Inc for 2012 Water Renovations
g 11 .? CO. COMMISSION 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. 4.548, Change Order I for 2012 N"ater Renovations PASSED AND APPROVED by the City Commission of the City of Bozeman, Montana, at a regular session thereof held on the 11 day of August, 2014. JEFF . K USS Ma ATTEST: g,OZ O STAG ' City Cl 1 APPROVED AS TO FORM: G SULLIVAN City Attorney 2 of 2 CHANGE ORDER No. I DATE OF ISSUANCE EFFECTIVE DATE OWNER City of Bozeman CONTRACTOR Johnston Excavating Inc Contract: 2012 Water Renovations Project: Same OWNER's Contract No. N/A ENGINEER City of Bozeman ENGINEER's Contract No. N/A You are directed to make the following changes in the Contract Documents: Description: All work described in the attached correspondence. Reason for Change Order: Changed conditions. Attachments: (List documents supporting change) CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price Original Contract Times: Substantial Completion: 90 $ 471 232.00 Ready for final payment: 90 (days or dates Net Increase(Decrease)from previous Change Net change from previous Change Orders No. 0 to Orders No. 0 to 0 No. 0 : Substantial Completion: 0 $ 0.00 Ready for final payment: 0 (days) Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial Completion: 90 $471,232 Ready for final payment: 90 (days or dates Net increase(decrease)of this Change Order: Net increase(decrease)this Change Order: Substantial Completion: 7 $ 19,000.00 Ready for final payment: 7 (days) Contract Pricc with all approved Change Orders: Contract Times with all approved Change Orders: Substantial Completion: 97 $490 232.00 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 th uantities and value were properly determined and are correct. -71'2 CONTRACTOR(Authorized Signature) Date .ZG 6-- , (Z a 1 its N\ RECOMMEN ED BY: P OVE BY: " (E G EER 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\Content.Outlook\3T7M7CJE\Change Order 1.doc TED imoh rf J. Quinn Attorney & Counselor at Law 2405 Nest Main Street, #4 Phone: (406) 586-5956 Bozeman, Montana 59718 Fax: (406) 586-5955 July 2, 2014 Tim Cooper Y.O. Box 1230 Bozeman, MT 59771-1230 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 t.o 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 I can be reached aL Lhe address and phone number provided above with your questions and concerns. Thank you .for your consi.deratio_n in this matter. Sincerely. RdBFRT J. QUINN 2 Robert J. (Qtt.ilinn Attorney & Counselor at Law 2405 West Main Street, #4 Phone: (406) 586-5956 Bozeman, Montana 59718 Fax: (406) 586-5955 June 27, 2014 Bozeman City Commission P.O. Box 1230 Bozeman, MT 59771-1230 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 a.tached 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 off-ice 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. QUINN 2 6_q Lc'�j--!` �ic 0 4ti'A��►: � flz����� +C'6y PA�.S'isJG �F�UrG� (c LF -- to D, l . t"'i i�G C� ��oe" 839 ZZ �� & - Le'� A 14ici 0 L oF=r=- 05 z HC',5 Cpi' tcE L2- - !��?:� �5W-1► c�F�-=X F N.4LCY 5 0FF WATEPI 2. 14C i'a A- D B Y C Q c' D1 �!� t.T —` 74 . 12 n c +Yl p 7¢ cB Z2.8Z z-7` 5��1 tj L[�ilj5 P, W :5.E, c..`( 4-157, 2 D f+AL.+L-t-" t C•4 ,`" 445 7ci 3nc_7 e, IL J Ll�- 1�0. 74- 41---L-O -, i� �> i r �L.� N F�� ,�i c..y E� `' -�-f:�`�o `l q 4-. Z+ 4---.-Le--4 D f 1!1L'(.C�s i= G5% -IS /c, Z<37,00 2- Lo 41 U 3 c3<:D cam' i e.�� "�4 .Zen)7.45 JACK 14AmnlE2 TIF-US-V 6LOCK 'j--HR C2EUITiME (0iLL, 5WAWN ,0RVE : 2`7j-14 REN ML T t"TA N i-SB.uo -f-15% �3-r a\sD(;Y C-G)L! 5 (4Q tqc,,�5,— r-t ►? PcL,m n 1� c:c-.N c r=':q Tc r- '114I 5 7.05 -�5 LOA0 F'i`i" Rt! 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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. 2 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 and phone number provided above with your questions and concerns. Thank you for your consideration in this matter. Sincerely, ROBERT J. QUINN cc: Robert Murray James Greenbaum, Attorney at Law 3 BO THE CITY OF BOZEMAN V 9,� 20 E. OLIVE • P.O. BOX 1230 * * BOZEMAN, MONTANA 59771.1230 Sri 883 S� ENGINEERING DEPARTMENT �?r1V CO �O� PHONE: (406) 582-2280 • FAX: (406) 582-2263 April 22, 2014 Robert J. Quinn 2405 West Main Street, #4 Bozeman, MT 59718 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, Robert J. Miltray Jr., P.E. Project Engineer cc: Tim Cooper, Assistant City Attorney ERF Project File HOME OF MONTANA STATE UNIVERSITY GATEWAY TO YELLOWSTONE PARK r Attorney & Counselor at Law 2405 West Main Street, #4 Phone: (406) 586-5956 Bozeman, Montana 59718 Fax: (406) 586-5955 April 18 , 2014 Robert Murray Engineering Dept . VIA HAND DELIVERY P.O. Box 1230 AND REGULAR MAIL Bozeman, MT 59771-123C 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 BO `Zt THE CITY OF BOZEMAN �x 20 E. OLIVE • P.O. BOX 1230 * k BOZEMAN, MONTANA 59771.1230 7� �~ 8 ENGINEERING DEPARTMENT 8 9�,1N 8 0 PHONE: (406) 582-2280 • FAX; (406) 582-2263 September 25, 2013 Shawn Johnston Johnston Excavating, Inc 805 Blackmore Place Bozeman, MT 59715 RE: City of Bozeman 2012 Water Renovations Project Proposed Final Pay Quantities and Extras Dear Mr. Johnston: We have reviewed your letter dated September Is'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. l. 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 ftz= 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 bao-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 1%. 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, Robert J. Murray Jr., P.E. ` Project Engineer cc: ERF Project File 2012 Water Renovations Change Order 1 Request Labor Rates Krystal Shawn Bill 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 1 1/2"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 1%GRT $0.00 Total $2,049.00 Description: 6/10/13,6/11/13,6/12113,6/14/13,6114/13,6/17/13 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 6/10/2013 Haul $45.00 Load 4 $180.00 6/11/2013 Haul $45.00 Load 2 $90.00 6/12/2013 Haul $45.00 Load 4 $180.00 6/14/2013 Haul $45.00 Load 5 $225.00 6/17/2013 Haul $45.00 Load 2 $90.00 Jackhammer Rental $188.00 LS 1 $188.00 Pickup $5.85 HR 5 $29.25 Subtotal $4,070.41 Markup 15% 209.6025 (only on labor,jackhammer and pickup) Subtotal $4,280.01 1%Bond $42.80 Subtotal $4,322.81 1%GRT $43.23 Total $4,366.04 Description: 6/18/13,6/20/13,6/22/13,6/27/13,6/27/13 Garfield Hymax Issue 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 $138.30 HR 1.5 $207.45 6/22/13 Equipment Standby $52,80 HR 4.5 $237.60 6/27/13 Equipment Working $138.30 HR 8.5 $1,175.55 Subtotal $9,413.68 Markup 15% $1,412.05 Subtotal $10,825.73 1%Bond $108.26 Subtotal $10,933.99 1%GRT $109.34 Total $11,043.33 Description: Credit for Asphalt Repair on Bryant and Plumber on Black 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 $15,808.37 7 Calander Days of Liquidated Damages -$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. DE JOHNSTON EXCAVATING INCORPORATED 805 BLACKMORE PLACE BOZEMAN, MT 59715 Bob, 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. Tha k ou r d4 7- wn Johnston Johnston Excavating INC. 9/1/13 3 t� S LAST PLC �'c� U�`AT�� a'IL�i 13�-I SAS 1 _L_" vALy 12-00,c< 3 {��S S tAtoD13Y E� U 1 t�C��� t����i60, i5'o, KOrnA_r5u�,38c� i f 4. IF.4 j125 PLM 1� �K r' T� �' all 41 '7+ 22 3� Z- 3 8 t LL t S'H A fQ f D•A-V E C Z4=1-e—Z 2-79 --- v 3.�' ?- '--Y & o�c +l�`X- �2�: 2 i Len- A VS 146UL of F © 4-5!�5 -f-fs/e zo7,00 21--R� C��ST ScF-F-v1iN� tu` oF a: t=fiv'4ZLY SA�TO1^F i,'�1 �'� z u S Pt!+� P C Eti{ Pa©� "74 i-1FL5 6tLL.,SWAU�fv g DAV 4- 40AD PFF RO W 73.5 i c..Y� tc � +IS f� 8s.4S Z -LOAD 44ALfLor F G4-5c-"+f5`7�, N 2 30<D (D- 1--3 74- `74- l �PQ o &C, (o i2 ¢ ---L,©A D Q iT 2t..I N `l q 4 Z4 4--L0 4 D PAL%(,(')P't- �G-S`�c -i-(S c 0C►7,C'cl 2- Log0 3�s� (M 1co�3 r4 Zc)7.48 JA K i4 A M n1E 2 T N F-u 5T U Lc)cif -•-HV CkEW Ti ME (Oi C, 5 HAWN , (�AV�����2 9 )� 14-5-72� -i? ,q,0.5 R4N-TAL 1 1- AO I_Q6.-c:DcD -t•t f 2i &.zo 5-r-AwDPY EEQUt'P C3,6.c 5 t44e . igo.3o 5'<,c_a LOAD P T RU 6 C.Y G� J i zt -f-15�/e f Z9 3, T� 6 L0A0 flflL Lam'F FCam'4�=� +I _G 2 5S. 7: :2i N2 Lc�AD _30 e> 2.51cI .3` 2 �if2 C,p(Z ® &o-? ' t & -l7 f rtQ C)P+2. <vk o I�R1F ETA C. D t e-< i©.tea 3�t ,�7 Z � � 50. ii,53T4<! x �.sv r`z����� --" Z3ti•�'aL 2-- l 4 cz. e 40. �a + t1:7Q PicKLilp -7 i AP, F I E L t7 RcaD Y o C-d-r PIPE (9D cl.6 o - wATEt2 WcoT o F- F •*'IL_ t 1;40 MOT- EFlotjG- � 1rnE --ro MA �.E 'TIE VOLL Do ToMo2Zcvj 452.2 Z r4p 4�� � irJ � St � L D�1vc )C�Co0 S i fl l�r] aY FQ o 1 P '7 H tZ (P 2�7f 2C-tlO Y Fo V- �5 H t DO W sV 3lc�,HC �-2o 5EME (Z Llis DE (L R�Pi-HC s e vU e JZ L N D E iZ z`' t Utz c�) j i�fZmE0 W A-rEZ C N G" 0'00 6LEVJ PF 0JC-GP- ��iE-D AGAft� t3LEY40 10 30 4frz He CejEvJ 'T i ME CaP� 36-S ��- }�4 .3< 4qz HR 57L AND &'i EGIL31"F4060�f Z74:Z 6-Z-5 go WN �J; "T'tME 5"TaAJa13Y J✓C�� t PCC5Z� 422.7i 7t z*6 i4AW,K; :q K":5-rft L•a 143&1 i i"77, Jti 1, -Z 5 _ _ STA v l3Y C-O �t P 4ZZ1 �7 1 _Z-711 T AKA q PA fZT RE,�'��v E t£ X 1 Z 9,soz )cE PR, 1 N-5 FigLL t 4c-X t2 2 pUC_EfZ " D. 1, 3� 3o 017q� CEN PL3MP 7,` C1 -FO 81/z p2- J U-L, �1f2jt, DAVE ZZZcz 05v7. ►' g►!Z I-ke-- 5 HA(AJ�'.; lCR 5`T FI L-C`a 14-3�'? 1 364,3 i - !&-" HYAIA)CCO,IZ,Ic��4 1 Ef-RP bV rVTE9 AI i+-7''L- C), W e W 1 L p 45"I4 fl W N DA U c 61 L_L_ Pt IZ K fJ 4-,5t 4-8.0,0 2 57.C)<:;, 2� ,,Oo z1 ,7; Ia •:4 c?.a 7 t x.89.Q7 9 .97 01,50 �?,5b &•?z F12 i ,e 1�,&q- r?.ego 10. 2.E Rom--► t c,�Vm�N T' 9 z� 4-8 68:64- 4:7.9 4 -�50.7?— t t 4, i� tt2. 33 .� � ��,'i 3 5 9 6a7�11 ion.©"7 s�,,Jr3 fq 3 P,6�tva L�- �-I�—/� t,tf��-lf � Cti✓At� �t�U Page 1 'ITYQF BOZEMAl\T t o� 12l NORTH ROUSE AVE IT,- Y PO BOX 1230 % BOZE_NLA 17�!T 59771-1230 WatenSe:ver_(446)582-2338 o Gnrba*e;RecjcIing:(405)582-2332 SERVICE ADDRESS 1219 S TRACY AVE -- Aecour T NUMBER _ 129XC aaUT !1 BILL okraOwl • �X I_1�6z9-"�R 4 R n �'L l 4 7i �•2�-/-1.3.— � �,i?4t f Total Current Charges 82 .56 ffWATER Balance Forward 00 Total Amount Due 82 .56 - SEWER. GARBAGE SERVICE KENNETH R MCKENNA CURBSIDE RECYCLING BARBARA L AAS 1219 S TRACY AVE BOZEMAN MT 59715 Check mere to receive E-siatertie,^,i.(dega!!s on back) Please indicate address corrections above_ Please return this portion with payment. 535 __. . Thank You 1219 S TRACY AVE a accoula=rauMssR I CYCLER ou-r F=� e?-1.DATE . .. Pay or View your bill on-{ire 14679-38480 L 01-141 7/27/13 1 8/15/1 @ wwwmbozeman.ne� Rate Class _ RES DENTIAL Last payment amountMate- 77.64 7108/13 Service Period D Meter Number uhlts Current` Previous. usage WA 6/07/13 7/08/13 .31 75976759 HCF .�..6521' . 164.48 .50 ?.�5 USAGE FOR 7/12 15._45 Service Cons><nuption Cha gge Total WA SERVICE CHARGE 15_I4. WA MINIMUM FIRST 2 HCF -2.0G 4.77 WA USAGE 2-8 HCF 5.25 12.50 TOTAL WATER 32.41 SW SERVICE CHARGE 17.10 SW USAGE PER HCF 7.25 19 87 - TOTAL SEWER 36.:97 ST STORMWATER CHARGE 1.67 1 .67 GS 35 GALLON TOTE 6/30/13 7/31/13 11.51 11;.51 Total Current Charges 82.56 Balance Forward . 00 Total Amount Due 82.56 NOTIgE_ At Gpm on 7/22/13 in the Commission Room, 121 N Rouse Ave, the Cit Commission will hear comment on proposed rate increases of up to 3o in botK water and sewer, for each of the next two years, .effective 9/1/13 and 9/1/14. The estimated total average monthlyy residential increase is $2.52 beginning,'9/1 13, and $2.60 begzn@boz 9/1/14, Questions? Contact the Citv Clerk at l,406� 582-2320 or agendaQbozema.n.net. 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 o BOZEMAN, MT 59771-1230 Water/Sewer:(406)582-2328 a Garbaae/Recvclina.- (406)582-2332 Page 1 NT 121 NORTH ROUSE AVENUE 0 PO BOX 1230 a BOZEMAN,MT 59771-1230 Water/Sewer:(406)582-2329 • Garbage/Recycling-.(406)582-2332 - SERVICE ADDRESS _- 1216 S BLACK AVE ACCOUNT NUMBER CYC[F1ROilTE BULL DATE •' �� ��+ � � 22947-40980 1-14 7 27 13 8 15 13 Co. � Total Current Charges 81 .00 a WATER Balance Forward .00 Total Amount Due 81 .00 . SEWER • GARBAGE SERVICE • CURBSIDE RECYCLING SHIRLEY EBEL 1216 S BLACK AVE BOZEMAN MT 59715 Check here to receive E-statement(details on back) Please indicate address corrections above. Please return this portion with Payment- Thank You I-- ' "' pp" 1216 S BLACK AVE I A-c t cycigmunl Pay or View your bill on-line 22947-40980 o1-14 7/27/13 8/15/ @ www.bozeman.net Rate Class RES DENTIAL Last payment amounUdate: 73 .72 7/09/13 ervice jet od' Da yps Meter Number units Current, .Previous Lisa e WA 6�/07/13 710-8/13 31: 7-9976409 HCF 10690 USAGE- FOR �0/122 14.20 Service 'Consumption Charge Total WA SERVICE CHARGE 15.14 WA MINIMUM FIRST 2 HCF. 2. 00 4.77 WA USAGE 2-8 HCF 5 . 80 13 .80 33 .71 TOTAL WATER SW SERVICE CH 10-10 ARGE 1 0 SW USAGE PER HCF 4 .00 .96 28.06 TOTAL SEWER ST STORMWATER CHARGE 1.67 1.67 GS 65 GALLON TOTE 6/30/13 7/31/13 17.56 17 .56 81.00 Balance Forward .00 g1.00 Total Amount Due NOTICE: At 6pm on 7/22/13 in the Commission Room, 121 N Rouse Ave the Cit Commission. will hear comment on proposed rate increases of up to % in b0t1 water and sewer, for each of the next two years, effective 9/1/13 and 9/1/14. The estimated total average monthlyresidential increase is $2.52 beginning 9/1 13, and $2.60 beginning 9/1/14, Questions? Contact the City Clerk at (406� 582-2320 or agenda@bozeman.net. A 1.5%Late Fee(or$1.00 minimum)will be assessed on delinquent balances. SERVICE ADDRESS * e V IL• e 1201 S BOZEI_ _d AVE _ , ---�yp�-�__--d� ACCOUNT NUMBER CYCLE C}BILL DATE Y'''i ' ? = ��`� ! t7J� `S 7709-41580 1-14 7/27/13 ,8/15/13 `Y o � Total Current Charges 90 . 84 * WATER Balance Forward . 00 Total Amount Due 90 . 84 ® SEWER e GARBAGE SERVICE DAVID & CATHERINE BAUMBAUER 9 CURBSIDE RECYCLING 1201 S BOZEMAN AVE BOZEMAN MT 59715 ®Check here to receive E-statement.(details on back) I' Please indicate 3 address corrections above. Please return this portion with payment. Thank 1/OU �tiV�f� - _> 1201 S BOZEMAN AVE ACCOUNTNUMBER CYCLE/ROUTE BILL DATE ' �. Payor View your ball on-line7709-41580 01-14 7/27/13 8/15/1 @ www.bozeman.nef Rate Class RESIDENTIAL Last payment amount/date: 74 . 98 7/15/13 Service Period Days Meter Number Units Current Previous Usage WA 6/07/13 7/08/13 3I 86167864 HCF 4754 4635 .20 11. 88 USAGE FOR 7/12 13 .76 Service Consumption Chargge Total WA SERVICE CHARGE 15 .I4 WA MINIMUM FIRST 2 HCF 2 . 00 4 . 77 WA USAGE 2-8 HCF 6 . 00 14 .28 WA USAGE 8-15 HCF 3 . 88 9 . 93 TOTAL WATER 44 . 12 SW SERVICE CHARGE 17 . 10 SW USAGE PER HCF 6 . 00 16 .44 TOTAL SEWER 33 .54 ST STORMWATER CHARGE 1. 67 1 . 67 GS 35 GALLON TOTE 6/30/13 7/31/13 11. 51 11.51 Total Current Charges 90 . 84 Balance Forward . 00 Total Amount Due 90 . 84 NOTICE: At 6pm 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 3o in both water and sewer, for each of the next two years, effective 9/1/13 and 9/1114 , The estimated total average monthl residential increase is $2 . 52 beginning 9/1/13 , and $2 . 60 beginning 9/1/1x, Questions? Contact the City Clerk at (406) 582-2320 or agenda@bozeman.net. 4— ¢2 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 o BOZEMAN, MT 59771-1230 Water/Sewer: (406)582-2328 e Garbage/Recycling: (406)582-2332 g 1 YoFBOZEMAN NORTH ROUSE AVENUE C PO BOX 1230 a BOZE�L,M. T 59771-1230 121 � y�iater/Se«rer:(406)582-2328 o Garbage/Recy�ctin�:(406)583-2332 SERVICE ADDRESS 1207 S BOZEMAN AVE _ _ACCOUNT NUI4I1ER CYCLUR.OUTE BILL DATE 1-14 7 27 13 8 15 13 CO. 4597-41570 Total Current Charges 136 . 990 o WATER Balance Forward - 00 136. 90 SEWER Amount Due ( Q a GARBAGE SERVICE cuRPslDE Rr-.cYcLING WILLIAM DORGAN f 0� 1207 S BOZEMAN AVE BOZEMAN MT 59715 ChecK here to receive E-statement.(details on back) please return this portion with payment. Thank v Tease indicate address corrections above. 1 Hants ICU 532 - _'�•8 = ii 1207 S BOZEMAN AVE g� ACCOUNT NUMBER GYCLElROUTE BILL DATE g w"°" Pay or lfleIlifoL9r bill on-IICIe 14597-41570 01-14 7/27/13 8/15/1 @ �IWvv.b©zeman.net Rate Class RESIDENTIAL 99 .29 7/02/13 Last payment amount/date: Service Period Days Meter Number Units Current Previous 223. 0 WA 6/07/13 7/08/13. aT 82872508 USAGE FOR 7/12 28.10 Cons tion Char e Total Service u T 10 .90 10 . 00 CR 18 GAL RECYCLING BIN 6/30/13 7/31/13 15 .14 WA SERVICE CHARGE 2. 00 4 .77 WA MINIMUM FIRST 2 HCF 6. 00 14 .28 WA USAGE 2-8 HCF 7 . 00 17 . 92 WA USAGE 8-15 HCF 8 .20 24 .76 76. 87 WA TOTAL WGE ATERI5 HCF 17 . 10 SW SERVICE CHARGE 5 . 00 13 .70 SW USAGE PER HCF 30. 80 TOTAL SEWER 67 1.67 ST STORMWATER CHARGE 17 .56 GS 65 GALLON TOTE 6/30/13 7/31/13 17 . 56 Total Current Charges 136 .00 Balance Forward 190 Total Amount Due 136.90 lAs"T g/tL �r .,���. 121 N Rouse Ave, e NOTICE: At 6pm on 7/22/13 in the Commission Room, to o in Commission will hear comment a met the proposed ate inCeffec effective 9%1/133and bet water and sewer, residential increase is $city 9/1/14 . The estimated total average month Y4 Questions? Contact the City beginning 9/1�13, and $2 . 60 beginning 9/1/1 vp Clerk at (406 582-2320 or agehda@bozeman.net. ,^ V �J.r+✓ A 1.5% Late Fee(or$1.00 minimum)will be assessed on delinquent balances. Water will be subject to being turned off if payment is not made by due date. 121 NORTH ROUSE AVENUE a po BOX 1230 e BOZEMAN, MT 59771-1230 Water/Sewer: (406) 582-2328 O Garbage/Recycling: (406)582-2332 EXCAVATING CRAWLER MOUNTED HYDRAULIC EXCAVATORS (cont.) (General Purpose bucket included in rate,unless otherwise noted.) Estimated Bucket Operating Operating Model(Yr.Disc.) Capacity Weight HP Monthly$ Weekly S Daily$ Hourly S Cost SIHr. 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 70SA _33 CY 7.7 MT 54.0 3.715.00 1,040.00 260.00 39.00 13.95 80CS .33 CY 8.1 MT 54.0 3,825.00 1,070.00 270.00 41.00 14.15 SK115DZ LC MARK IV(1999) .50 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 SK130LC 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 136SRL(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 SK15OLC MARK IV(2000) -69 CY 16.4 MT 103.0 5,170.00 1,450.00 365.00 55.00 2-2.65 SK16OLC .95 CY 17.0 MT 111.0 5,465.00 1,530.00 385.00 58.00 23.45 ED180(2002) .75 CY 18.9 MT 103.0 6,540.00 1,830.00 460.00 69.00 25.00 ED190 .75 CY 19.8 MT 111.0 6,285.00 1,760.00 440.00 66.00 25.50 SK20OLC 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 GY 21.9 MT 123.0 5,930.00 1,660.00 415.00 62.00 25.75 SK210LC 1.13 GY 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 235SRLC 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 33.2 MT 238.0 9,415.00 2,635.00 660.00 99.00 43.05 SK330LC 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 PC60-713 _37 CY 6.8 MT 54.0 3205.00 895.00 225.00 34.00 12.85 PC75R-2 .31 CY 7.5 MT 6B.0 3,650.00 1,020.00 255.00 3B.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 1605 PC100-6(2001) .62 CY 10.7 MT 81.0 3,870.00 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 86.0 5,870.00 1,646-00 410.00 62.W 21.15 PC138USLC-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 23.35 PC158USLC-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 PC200-6B(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 PC20OLC-6(2001) 1.00 GY 21.3 MT 133.0 6,145.00 1.720.00 430.00 65,00 2-6.95 PC20OLC-7 1.00 CY 21.1 MT 143.0 6,325.00 1,770.00 445.00 67,00 27.75 PC22OLC-6(2001) 1.50 CY 24.2 MT 158.0 7,800.00 2,185.00 645.00 82.00 33.00 PC220LC-7 1.50 GY 24.5 MT 168.0 8,065.00 2,260.00 565.00 85.00 33.85 PC22SUSLC-1 (1999) 1.00 CY 22.9 MT 128.0 8,095.00 2,265.00 565.00 85.00 30.80 PG228USLC-2(2000) 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 2,065.00 520.00 78.00 29.80 PC25OLC-6(1999) 2.00 CY 27.7 MT 158.0 8,320.00 2,330.00 585.00 88.00 34.45 PC270LC-6(2001) 1.63 CY 29.2 MT 174.0 9,260.00 2,595.00 660.00 98.00 36.70 PC27OLC-7 1.59 CY 28.5 MT 179.0 9,595.00 2,685.00 670-00 100.00 37.30 PC300HD-6(2002) 1.88 CY 35.1 MT 232.0 10,540.00 2,950.00 740.00 110.00 43.86 P030OHD-7 1.98 CY 37.1 MT 242.0 10,790.00 3,020.00 755.00 115.00 44.65 Copyright&3 2004.PRIMEDIA Business Magazines&Media Inc. All rights reserved. §10-24 Rental Rate Blue Book,Votume 1 1-800-669-3282 2nd Half 2004 TRAC v ORS & EARTH mOVING TRACTOR-LOADER-BACKHOES (cont.) (includes General Purpose loader bucket,backhoe bucket and BOPS,unless otherwise noted.) Loader Backhoe Estimated Bucket Digging Operating Model(Yr Disc.) Drive Capacity Depth HP Monthly S Weekly S Daily$ Hourly S Cost S/Hr. 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 ,&(with EROPS) W6150AWS-2 4WD 1.50 CY Extendable 98.0 2,955.00 825.00 205.00 31.00 14.35 A(with EROPS) KUBOTA B21 4WD .30 CY T8" 18.5 1,355.00 3B0.00 95.00 14.00 5.60 L35 4WD .50 CY 9'3' 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' 85.0 1,805.00 505.00 125.00 19.00 10.60 LB75B 2WD 1.30 CY 14'5" 85.0 1,895.00 530.00 135.00 20.00 10.80 (.(with EROPS) LB75B 2WD 1.30 CY Extendable 85.0 1,910.00 535.00 135.00 20.00 10.85 LB75B 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 L5756 4WD 1.30 CY 14'5' 85.0 2,025.00 565.00 140.00 21.00 11.10 &(with EROPS) LB75B 4WD 1.30 CY Extendable 85.0 2,040.00 570.00 145.00 22.00 11.15 LB75B 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 2,060.00 575.00 145.00 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) L690(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 L890B 4WD 1.30 CY Extendable 100.0 2,440.00 685.00 170.00 26.00 12.80 L(with EROPS) LB110(2003) 2WD 1.30 CY 1510" 103.0 2,260.00 635.00 160.00 24.00 13.15 LB110(2003) 2WD 1.30 CY 150" 103.0 2,390.00 670.00 170.00 26,00 13.50 A(with EROPS) LB110(2003) 2WD 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) LB110(2003) 4WD 1.30 GY 157 103.0 2,455.00 685.00 170.00 26.00 13.70 LB110(2003) 4WD 1.30 CY 1510" 103.0 2,590.00 725.00 180.00 27.00 14.05 A(with EROPS) LB110(2003) 4WD 1.30 CY Extendable 103.0 2,630.00 735.00 1B5.00 28.00 14.15 LB110(2003) 4WD 1.30 CY Extendable 103.0 2,760.00 775.00 195.00 29.00 14.50 ,(with EROPS) 1-81108 4WD 1.30 CY 160" 104.0 2,505.00 700.00 175.00 26.00 13.60 LB110B 4WD 1.30 CY 15'0' 104.0 2,725.00 765.00 190.00 29.00 14.10 A(with EROPS) Copyright Z,2004,PRIMEDIA Business Magazines&Media Inc. All rights reserved. 2nd Halt 2004 Rental Rate Blue Book Volume 1 1-BW-609-3282 §9�3 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.) Estimated Operating Axle Config. Maximum GVW Struck Capacity HP Monthly$ Weekly$ Daily S Hourly$ Cost S/Hr. GASOLINE POWERED 4X2 20,000lbs 2-4 GY 210.0 1,335.00 375.00 94.00 14.00 17.65 4X2 25,000 Ibs 5-6 CY 210.0 1,345.00 375.00 94.00 14.00 17.70 DIESEL POWERED 4X2 20,000 lbs 2-4 CY 170.0 1,465.00 410.00 105.00 16.00 11.75 4X2 25,000lbs 5-6 CY 180.0 1,595.00 445.00 110.00 17.00 12.45 02 30,000lbs 7-8 CY 210.0 1,905.00 535.00 135.00 20.00 15.05 -4X-4 2;04D0'tbSr -7-8l.1`- 'f-94t 01- --545, 1,35.8E) _fteo- -to 9rs 6X4 40,000lbs 8-10 CY 235.0 2,330.00 650.00 165.00 25.00 18.35 6X4 50.000lbs 10-12 CY 255.0 2,915.00 815,00 205.00 31.00 20.45 6X4 70,0001bs 12-18CY 325.0 3,600.00 1,010.00 255.00 38.00 25.75 8X4 85,000lbs 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$ Daily S Hourly S 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 34.0-46.4 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 13,980.00 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 777D 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 3,015.00 755.00 115.00 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 22.2-31.2 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 EH1100 62.8 MT 36.0-51.0 CY 725.0 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 4,680.00 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 23.5-31.4 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 37.9-52.3 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 HD795-3(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 22,655.00 6,345.00 1,585.00 240.00 95.95 Copyright o 2004,PRIMEWA Business Magazines&Media Inc. All rights reserved. 1Q04 Rental Rate Blue Book,Volume 1 1-800-669-3282 §20-11 TRAG . ORS & EARTHMOVING SKID STEER LOADERS (cont.) (Includes bucket and BOPS,unless otherwise noted.) Estimated Operating Model(Yr.Disc.) Operating Capacity HP Monthly S Weeidy 5 Daily& Hourly 5 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) 2,800lbs 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) 1,3001bs 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) 1,350lbs 49.60 1,715.00 490.00 120.00 18.00 8.25 1500C(1999) 1,500lbs 48.00 1,640.00 460.00 115A0 17.00 8.15 1500CX(1999) 1,500lbs 48.00 1,730.00 485.00 120.00 1B.00 8.35 1500D(2002) 1,500lbs 60,00 1,720,00 480.00 120.00 18.00 8,90 1500DX(2002) 1,500lbs 60.00 1,810.00 505.00 125.00 19.00 9.10 1700C(1999) 1,750lbs 80.00 1,835.00 515.00 130.00 20.00 10.50 1750D(2002) 1,750lbs 86.00 1,940.00 545.00 135.00 20.00 10.90 1800C(1999) 1,850lbs 80.00 1,890.00 530.00 135.00 20.00 10.65 1800CX(1999) 1,950 lbs 80.00 1,990.00 555.00 140.00 21.00 10.90 2000D(2002) 2,000 lbs 86.00 1,995.00 560.00 140-00 21.00 11.05 2000DX(2002) 2,000 lbs 96.00 2,095,00 585.00 145.00 22.00 11.30 2300D(2002) 2,300lbs B6.00 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 850lbs 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 1.0001bs 30,20 1,655.00 465.00 115.00 17.00 6.90 115(2002) 1,100lbs 33.50 1,675.00 470.00 120.00 18.00 7.20 135 1.300lbs 39.00 1'595.00 445.00 110.00 17.00 7.30 153 1,500lbS 46.00 1,685.00 470.00 120.00 18.00 7.95 176 1,750lbs 56.00 1,82D.00 510.00 130.00 20.00 8.75 205 2,100lbs 56.00 1,925.00 540.00 135.00 20.00 B.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 2,500lbs 83.00 2,020.00 565.00 140.00 21.00 10.80 255 2,500lbs 83.00 2,150.00 600.00 150.00 23.00 11.10 PROTOUGH 1300(2002) 1,300 lbs 39.00 1 A80.00 415.00 105.00 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) 900lbs 19.80 1,235.00 345.00 86.00 13.00 5.05 T-103S(2000) 1,000lbs 33.50 1,525.00 425.00 105.00 16.00 6.95 T-1358(2000) 1,350lbs 43.00 1,630.00 455.00 115.00 17.00 7.75 T-153S(2000) 1,500lbs 52,00 1,625.00 455.00 115.00 17.00 8.30 T-173HL S SERIES Ill(2000) 1,700 lbs 52.00 1,785.00 500.00 125.00 19.00 8.60 T-245HD S SERIES(2000) 2,400 lbs 63.00 2,070.00 580.00 145.00 22.00 11.15 T-245HDK(2000) 2,400 Ibs 87.00 2,070.00 580.00 145.00 2-2.00 11.40 Copyright O 2004.PRIMEDIA Business Magazines&Media Inc. All rights reserved. 2nd Half 2004 Rental Rate Blue Book,Volume 1 1-800-669-3282 §9-21 C 0 M P A C T 1 0 N TRENCH COMPACTORS (cont.) Estimated Number of Operating Model(Yr.Disc.) Drum Width Drums HP Monthly 5 Weekly$ Daily S Hourly$ Cost$/Hr. DIESEL POWERED (CONT.) INGERSOLL-RAND TC13 33.5" 2 Split-Drum 18 2,595,00 725.00 180.00 27.00 7.00 FX130(2001) 33.5" 2 14 2,945.00 825.00 205.00 31.00 7.25 MULTIQUIP (Formerly MIKASA) MRT-61)(2000) 15" 2 7 1,155.00 325.00 81.00 12.00 4.15 RAMMAX P18/20FM 18"/20" 2 Split-Drums 8 2,305.00 645.00 160.00 24.00 5.70 P23/16F 23" 4 8 2,305.00 645.00 160.00 24.00 5.70 P33/24FM 24"/33" 4 14 2,950.00 B25.00 205.00 31.00 720 P33/24FMR 24/33" 4 14 3,215.00 900.00 225.00 34,00 7.55 P33/24HM 24"/33" 4 18 3,045.00 855.00 215.00 32.00 7.55 P33/24HMR 24'733" 4 18 3.375.00 945.00 235.00 35.00 8.00 P43135(2000) 35"/43" 4 14 4,760.00 1,335.00 335.00 50.00 10.25 P47/40KM 40"147" 4 33 5.325.00 1,490.00 375.00 56.00 11.95 PR47/40KM 4T'/40" 2 Split-Drums 33 5,340.00 1,495.00 375.00 56.00 11.95 STONE RD24(1999) 24.8" 4 20 2,795.00 785.00 195.00 29.00 7.40 TR24 24" N/A 20 2,885.00 810.00 205.00 31.00 7.20 RD33(1999) 34.5" 4 20 2.825.00 790.00 200.00 30.00 7.70 RDS33(1999) 34.5" 4 20 2,795.00 785.00 195.00 29.00 7.65 TR34 34" 4 20 2,905.00 816.00 205.00 31.00 7.50 VIBROMAX 1500 24.8" 4 22 2,995.00 B40.00 210.00 32.00 7.50 WACKER RT560 22" 4 18 3,205.00 895.00 225.00 34.00 7.50 RT820 32" 4 18 3,280.00 920.00 230.00 35.00 7.85 WESER TRC65 26' 4 21 2,755.00 770.00 195.00 29.00 7.45 TRC85 33" 4 21 2,880.00 805.00 200.00 30.00 7.60 TANDEM VIBRATORY COMPACTORS Estimated Operating Model(Yr.Disc.) HP Drum Width Monthly$ Weekly$ Daily$ Hourly$ Cost$/Hr. GASOLINE P0141ERED BEUTHLING B150 16.0 34" 790.00 220.00 55.00 8.00 3.15 B300 20.0 36" 865.00 240.00 60.00 9.00 3.55 B300T 20.0 41" 1,015.00 285.00 71.00 11.00 3.85 BOMAG BW900 22.3 35.4" 935.00 260.00 65.00 10.00 3.80 INGERSOLL-RAND OD12 16.5 MA" 1,010.00 285.00 71.00 11.00 3.65 Copyright©2003,PRIMEDIA Business Magazines&Media Inc. All rights reserved. 4CO3 Rental Rate Blue Book,Volume 1 1-800-669-3282 §6-17 PUM7? 1NG DIAPHRAGM PUMPS _ (Portable and self-priming.Hoses and auxiliary equipment are not included.) Estimated Operating Size Pump Capacity HP Monthly$ Weekly S 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 8.0 946.00 265,00 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 6.0 975.00 276.00 69.00 10.00 3.75 A(Double) ELECTRIC SUBMERSIBLE PUMPS (Includes SW of cable.) Estimated Operating size HP Voltage Phase Monthly S Weekly$ Daily$ Hourly$ Cost$/Hr. 2.0 in 2 115/230 Single 210.00 59.00 15.00 2.00 1.00 2.0 in 2 230/460 Three 210.00 59.00 15.00 2.00 1.00 3.0 in 4 115 Single 265.00 74.00 19.00 3.00 1.40 3.0 in 4 230 Single 315.00 88.00 22.00 3.00 1.45 3.0 in 6 230/460 Three 360.00 100.00 25.00 4.00 1.70 3.0 in 6 600 Three 415.00 115.00 29.00 4.00 1.75 4.0 in 10 230/460 Three 515.00 145.00 36.00 5.00 2.20 4.0 in 12 600 Three 570.00 160.00 40.00 6.00 2.45 4.0 in 25 230/460 Three 1,185.00 330.00 83.00 12.00 4.30 4.0 in 30 460 Three 1,305.00 365.00 91.00 14,00 4.85 4.0 in 45 600 Three 1,310.00 365.00 91.00 14.00 6.00 4.0 in 50 460 Three 1,420.00 400.00 100.00 15.00 6.55 4.0 in 60 460 Three 1,580.00 440.00 110.00 17.00 7.55 4.0 in 140 460 Three 3,220.00 900.00 225.00 34.00 16.05 6.0 in 12 230/460 Three 1,086.00 305.00 76.00 11.00 3.15 6.0 in 12 600 Three 1,085.00 305.00 76.00 11.00 3.15 6.0 in 35 460 Three 1,405.00 395.00 99.00 15.00 5.40 6.0 in 60 460 Three 1,515.00 450.00 115.00 17.00 7.60 6.0 in 60 600 Three 1,535.00 430.00 110.00 17.00 7.50 6.0 in 95 460 Three 2,150.00 600.00 150.00 23.00 11.05 6.0 in 95 600 Three 2,375.00 665.00 165.00 25.00 11.40 8.0 in 120 460 Three 2,180.00 610.00 155.00 23.00 13.05 10.0 in 95 460 Three 2,400.00 670.00 170.00 26.00 1i.40 Copyright®2004,PRIMEDIA Business Magazines&Media Inc. All rights reserved. §t6 12 Rental Rate Blue Book,Volume 1 1-800-669-3282 1004 MO `► ORS & GENERP-. TORS LARGE GENERATOR SETS (cont.) Estimated Operating Prime Output 0 60 Hz HP Monthly S Weekly S Daily S Hourly$ Cost SIHr. 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 K1P! 70.0 760.00 215.00 54.00 8.00 9.30 60 KW 85.5 735.00 205.00 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 1,210.00 340.00 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 1,580.00 440.00 110.00 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 4,225.00 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 B40 KW 1,175.0 4,690.00 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 2004,PRIMEDIA Business Magazines&Media Inc. All rights reserved. §11-16 Rental Rate Blue Hook,Volume 1 1.800-669-3282 2Q04 THE CITY OF BOZEMAN 9� 20 E_ OLIVE - P.O. BOX 1230 * BOZEMAN, MONTANA 5977 1-1 230 9rrq 88 ��0 ENGINEERING DEPARTMENT ?lN CO O PHONE: (406) 582-2280 • FAX: (406) 582-2263 August 6, 2013 Jon David Johnston Johnston Excavating,.Inc 805 Blackmore Place Bozeman, MT 59715 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 to,try. to resolve the differences. 1. 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 for 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. Cormecting 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 G-old.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 3.0 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 4112 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 i/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 02221 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 18th when you wanted to start on the 131h. 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. Sincerely, Robert J. M rray Jr., P.E Project Engineer cc: ERF Project File Base Bid. South Black Avenue Item Description Unit Quantity 1 Taxes, Bonds, Insurance LS_ 2 Mobilization L.S. G�.5 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 w/V.B. Each Z 7 Connection to Existing Main Each 7 8 6"45 or 11 1/4 deg MJ Bend Each 9 12"22 1/2 deg MJ Bend Each zr 10 8"x 6" MJ Tee Each 11 12"MJ Tee Each / 12 24"x 14" MJ Tee Each 13 24" x 8"Tapping Tee with Valve Each 14 1241,x 6"Tapping Tee with Valve Each 15 124"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 18 12"x 18" MJ Large End Bell Reducer / Each / 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. Z 3 24 14" CL 250 D.I.P. L.F. 25 18" CL 250 D.I.P. L.F. 26 24" CL 25 D.I.P. L.F. Z3 27 Service Reconnection w/in trench limits 2" Each diameter and smaller 28 L.F. Service Reconnection outside of trench limits 2" diameter and smaller 29 Service Reconnection outside of trench L.F. limits 4" diameter and smaller 30 Install Expansion Tank and Backflow Each Preventer 31 Connection inside House from Meter to Hr. Existing Line 2? .Fire Hydrant 6 -' Bl1r 5 Eaci i 33 Traffic Control L.S. 34 Temporary Water System L.S. 35 Gravel Street Restoration L.F. 36 Asphalt Surface Restoration L.F. �w 37 Curb Box/Valve Box Removal Each / 38 Quality Assurance Testing L.S. 39 Miscellaneous Work Each 40 18" Butterfly Valve wN.B. Each TOTAL BASE BID Additive Alternate No.2: E Aspen & N. Church Item Description Unit Quantity 201 Connection to Existing Main Each .� 202 8" MJ Gate Valve w/V.B. Each 203 8"x 6"MJ Increaser Each o 204 8"x 6"MJ Tee Each j 205 16"x 8" MJ Tee Each 206 8" CL 51 D,LP. L.F. 207 Service reconnection w/in trench limits 2" Each 7 diameter and smaller 208 Service reconnection outside trench limits L.F. U 2" diameter and smaller Install Expansion Tank and Backflow 209 Preventer Each 210 Connection inside House from Meter to Hr. Existing Line 211 2" Biowoff Assembly Each 212 Fire Hydrant 6.5' bury Each / 213 Insulation L.F. 3 3 214 Traffic Control L.S. L S 215 Temporary Water System L.S. L s 216 Locate & Repair Sewer Service Each Z 217 Quality Assurance Testing L.S. 218 Asphalt Restoration L.F. �y 219 Gravel Street Restoration L.F. 220 16"MJ Gate Valve w/V.B. Each / TOTAL ADDITIVE ALTERNATE NO.2 Additive Alternate No.3:Bryant St and Gold Ave Item IDescription Unit Quantity 301 Connection to Existing Main Each ¢ 302 8" NIJ Gate Valve,.vl1/.B 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 1 307 12"X 8" MJ Tee Each 308 6"45 or 11 114 deg MJ Bend Each 309 8" CL 51 D.I.P. L.F. 310 Service reconnection Min trench limits 2" Each -� diameter and smaller 311 Service reconnection outside trench limits L.F. D 2" diameter and smaller 312 Install Expansion Tank and Backflow Each Preventer C? 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. 4 318 Curb BoxNalve Box Removal Each Z� 319 Locate & Repair Sewer Service Each / 320 Quality Assurance Testing L.S. v 321 Asphalt Restoration L.F. .4 �, T� � �i�t� Sl-��.�i Q�r f 3� RA'{•c I �U G .S�2V i Cc. i —&'f VAk-UJE O13 ZOO `t7 77S-f 4 2z 4� 4DZ.,i7 1il2'/L�� 17 icy PtC�( LL.G�' 1_. �, Es L_C.T f—PAY�o .Bi�FILC_ tEs AIYi ��1 iAALJi.Qt F �S G� fry — 'tS�Ics iaeo L Z tiI- 3v� F-F. FIMALL-1 .s/F�i 'OFF' (�t2 Lc:f i CteE d LLB �__ W � Z LoRt7 `- 9 t 4-•Z-4- rL -1 Z- -I-6 C 5`7-0 7 Zc , 7 c:Y M i Z &:?71 418 LEA t� Pl i P- N + 70 Lehr' �+PCL, ow J A�(<l-If �r►1� i IZtAS T f3t�'G1C_ Z(4-, ZC}' (frl c 0 ?�5 f A2<i3,77 Les: D f�4TQ � iGo-3Cc c�:� Z,57,3 40 L Fr �`� ice`%• j��rs,�C je 3.5� log ,A LL ;xlx y -7 P` �i2/ [r5 qua tom` .S L�}�;e2 7Z +157C pw=rr 52, 37 ?4 $ - j �i77it7 270 ! /� Be3ia 2�co7 � �C?. /2 GAKFtE-UO r iw e✓�c�tt6N TtntE WiL.L Q<Y -FV i Cs tot i<� t M45 5EP-VICE7 A t R�PEA Cc �� 3 f��.-���- 5z= 5� +!i C-€ ��tc�2 : - i� iz� d 7tj v�-rc 6 t V� �rE c4�5 c e,j-r r t�'►� ®4�9 --23 -Sz �vt� ►=� :co i-eme uJ A- CCP- '74z (Q _, Kf S;�tr �+ �xi4s P C.ct2 1�`i ©. 1• tZi�t i-3 C-Er+- i lli��F�e=G roc -�7 3c> G ��e� il.�s�-e-Sl.�c s'�:m. GS-r• �. /2.(t- � llc�:�3 C:•�t� t 3�S �a ZE.4S,52. 1 71 •c"7 s°i��r�� � 2� 7i s;�L �f'� 359,eS U� s747L tz�rrt vc 1d3 4-�- t t— LF 1V jTH J>-k t m it 13:3,Ncl LA 3k-S. �-Z K"51-14 L, Sri R Ui Aj 131LL: 0I R i<, na E �e3 5-J-:5S 25.E�1 ZS.e+e� 46, s,F'C? .TRn 39, 0 7 ,99 t .-7q 3,I,,7? G24 .S-2,o q„— 11 Zcj + c '.I'_ 14-.-Iz zs:4D9 Z4 .C/4 )14.4 ,-- CI S Zy . 71 � 17 � ( zz ,e � q 5 PCIV i3 1`l2,63 4 sti ALV hi i r'7 -- 7--j�- 1,3 ,,5,H f c( cAti to2 . -4 4 K fz: s-T-A L ems?!! 4 SIB R ixJ K/ t i"j I 47 i,'1 } 4_ 1bfZ �5 j�tt� j 3Zo 4, .19 C7- Kli In IL 19 MN �7. VA t�N X X 111♦. )3 � 1`j 1 � �sN �MN,` � zFi V3 v ^ Tim M a a � �j I -C a ' u: (Jz = lV f � l PO. BOX 69 W- C BELGRA' MONTANA 59714 CSAND,INGRAVEL&EXCAVATION WORK . 406-388-6844•FAX 406-388-6091 W 4849 RIVER GRAVEL LLC TMC Job # Sold to ���� � _ Date Mailing Address Delivered to Driver's Signature QUANTITY DESCRIPTION UNIT PRICE 1. �� TOTAL 4. qD IS t 5.6. ! V I `f 8. � i t t( .�.•� Z _S 54' : 9. 10. TOTAL ieceived by !rms:(1)Net due on iOlh of the month;(2)Accounts 30 days past due are subject to a Finance Charge at the rate of 15%per mum or as allowable in MCA 31-1-107;(3)Accounts 60 days past due will automatically be put on a CASH ONLY BASIS until e account is paid in full,including all finance charges;(4)In the event collection is necessa Ilection,including reasonable attorneys fees. ry,you agree to pay all costs of the event of delivery beyond curb line,the company will not assume liability for damage to Sidewalk,driveway or other )Perty. Pu of such rchaser shall in no event accept deliveries of materials not in accordance with the agreement of the parties;otherweiPise se Ito himself o materials Property during the process of delivery or placing Of said ma ea y and all claims of whatsoever nature, r als by TMC,Inc. consignee'sg preclude celation "ac n truck is truck i accepted after gravel has been loaded in carrier's truck at our plant.Not responsible For overloading product on F career so requests. rimc P.O. BOX 69 BELGRA' MONTANA 59714 SAND,GRAVEL&EXCAVATION WORK INC* 406-388-6844•FAX 406-388-6091 CS 6740 j�� CAMERON SPRINGS, LLC TMC Job # Sold to Date Mailing Address Delivered to r) Driver's Signature o!- QUANTITY DESCRIPTION UNIT PRICE TOTAL 3. 4. 3y�ao� 5. 6. 7. 8. 9. 10. TOTAL Received by Terms:(1)Nel due on 10th 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 automalically 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 to pay all costs of collection,including reasonable allorney's fees. 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 claims of whatsoever nature, cause to himself or his properly during the process of delivery or placing of said materials by TMC,Inc. Vo cancelation accepted after gravel has been loaded in carrier's truck at our plant.Not responsible for overloading product on ,arner's truck if carrier so requests. PO. BOX 69 BELGR? MONTANA 59714 TM. 0 SAND,GRAVEL&EXCAVATION WORK INCO 406-388-6844•FAX 406-388-6091 T 64999 TMC Job # z UceS f l O J Sold to E°'� Date Mailing Address Delivered to &&k , S� Driver's Signature 71 QUANTITY DESCRIPTION 2• UNIT PRICE TOTAL 2. 4. 5. 6. 7. 8. 10. !�oc TOTAL leceived by rmsr(1)Net due on 10th of the month;(2)Accounts 30 days past due are subiect to a Finance Charge at the rate of 15%per num or as allowable in MCA 31-1-107;(3)Accounts 60 days past due will automatically be put on a CASH ONLY BASIS until account is paid in full,including all finance charges;(4)In the even)co(teclion is necessary;faction,including reasonable attorneys fees, you agree 10 pay all costs of he event of delivery beyond curb line,the company will not assume liability for damage to sidewalk,driveway perly. purchaser shall in no event accept deliveries of materials not in accordance with the agreement of the or other ;ipt of such materials and the signature of the consignee's agent shall preclude an 3e to himself or his property during the process of deliveryparties;otherwise or placing of said materials by TMC anms of whatsoever nature, anceruck i accepted after gravel has been loaded in carrier's truck at our plant.Not responsible for overloadin an truck if carrier d requests. g product on p'O Mp 69 59114 6143 GR A ORK i gEL CCAVATION W 1 �+ GRAVEL&E 406-3g8-609 C+7 SAND' 6844'FAX O- SPA Gs,LLC 4p6-388- i I C CAIvXLR � � I pate It job# <iy �d t° Address �r�,C" ` ailing ielivered tO �O�AL �� UNIT pR10E ,� i s Signature �. driver �EgCRIpTION �% a j 4. � c 5. 6. 7. 9• �pTA1- � i0. e at the rate o115%Per GhasCASH ONLY 6ASIS until ti ect to a Finance all costs of ReCelved by Pas'due ate su l .lira{{"be Put on o a ree to PeY 30 daYs p due will.atom ecessary You 9 counts i month;(2)AC g0 daYs Past collectwn is n or otries on ,Olh o{the 1071(3)Accounts z in the event walk,driveway s.(11 Net due {n MCA31-1- ae charges;( e to side ann allow all i{nan for damage Term � able um or as aid lrr lull inrlud{ng e,s lees. a liability enN nt is P. }e attom Y will not assum adles;°� the arrow dmg reasonab the company agree of the P er nature, i rnclu beyond curb tme whatsoev collection, rdance wdh the ag all claims o{ o{delivery acco reclude any abd TMC,}nc. In the event of materials agent shall P roduct on olsaidmaterials Y property crept deliveries consigr1ee or p{acing overloading P vent as{ nature of the of del+veN ons{ble los shall in no e cars our plant-Not rasp The PurchaUch materials.Hera"the g the pro ars{er's truck at receipt°{s sell or his prof l has been loaded in c cause to him rave No canceladon accepted ages g carrier's buck i1 carrier so re9uests. i I i i I O goX 69 59114 MONTANA BVLGRF 13NCAVATIONWORK Sp,ND,GRAVEL&FA 406-388-6091 406-38g-6g44• ric �lGl pate ,id tom Address - -' ,ailing ��� �etivered to TOTAA- pr;ver's Signature pESGR�pT10N 3• ' 4. 5. 6. 7. 9. TOTAL 1�• +� rate of 16 PerClI j re sublectto e Frnan ut on a CASH Ot Pa a I Costs of eceived by ast due a omatically be P ou agree 1 R 2 Accounts 30 days 4 ast due will a"t necessary,Y month:() ants 60 daYs P event collectvon other 101h of the g Acco esl(4)In the Ik,driveway or 1 Net due on CA31-1-107:(1 charg tosidewa ann-, ) allowable in M a1,1inance for damage Of as . full,Inctudin9 ey's fees. me liability erwise the account is Paid onab1e ahem will not ass" arties;oth teas company of the P paver nature, including line.the reement xinats collection. beyond curb nCe"Alb the ag all claims of of delivery accordafeclude anY and allInc In 1' event of materials not e t shall P materials by Product on t de}iveries es 9 0l said Eor pVerloading P` vent aceeP constgne lacing onsible ill in no eve the signature o otc ss of defrvery or P ur Plant.Not rasp GIs an during the P s truck at e nertY plhasbeen loaded in carries' i l 'P. -.yT'N N 591 14 K OR BEl-GRF V AT1O�w 1.[D,GRAVES.FAX 406 388-6 LLCV sA 406-3g8 68 O'S !Svul CGS' C010 ) t��Da I dt dd�ess LaO eyed t° �eli� oo i e 1pN Dc��eC�s sign at'�r Sc QVPNS 0A. 3. 5• ;�O JCS ro I 9. -T0 A� AO. t5°JD Pet uttkl to a Finance o�hacCASN pNt aBps�osts of by days Past du e W 1 au om ticanye�essary,Y°u a9cee to p 'Received 2 Accounts 6 tea tlection s or other month;l 1 ounts 60 days, event co dciveW aY t Net due on 10ih CA3t.t 10Y;l3a�Gecchatges'.1g11n the tot damage to stdeWalk. se annum of nl Stlpa a. tutllein IIab dm omeY fees of assume 4iabilitY ent the P ti pe othna s ssum of ar< mlp n vet tore to art the a9reem of wh m reaso company ats The account b line.the Nth and all claims coltectton.includ g and Gut ottnaocotdance Tmc' dude ally uct on In the event of deGveH beY of n ateciae sna4ent shaloty PT d n atenats by overloading Prod erty crept deliveries 000stgne or Pla6ln9 t Not tesPonstble fOr prop r shall In n°ova the stigna""e°f tne ress of delivery Out plan' the Putch ertals n Gathet,s tnlGlc at o tecetPt of sucsemoc ttis Pt Perry during the P cause to him vel has been loaded ted ettet V aCpeQ reQuests. No cancet'cv,abOl t caa1ec so carrier's iNGk I I . I i I I i 69 v O;MoNT AN p 59T 14 {� CAvpT10NwORK �p V Spry,GRAVE FAX 406-3g8.609ti 406-388-68 iNco 1 �J --�lt�� pate rG 3°b # pj to � � K wiling Address � • ere � �. pelw d to PR ICE priver's Signature pESGRtiQT10N Qup,NT1TY ,� t L'A 2. 4. 5• 6• 7. O 8 "- g. TOTA1- 10. 5%gel Gharge at the ray gpS1S un i1 subject to a Fyne put on a CASH CN4 ay aJf costs of d by p daYs Past due vailf autosnaUcatte essarY you agree to P ReGe1ve 10ih ottrie month;(107 31,r o nj s 60 daYs pat due event collection is n °r other q)In thea e to$ idewalk,driveway annU (i1�e 5 Pe o e in ,in b3e a omeY 5 tee charges,( ssume for dam 9 Germ s allowable including es. liabitily otherwrsr of a and a artles, lure reasona the comPany will not a and ement of tot p atsoever a n the accoun'ncludin9 the agt t wh and curb line, Nilh art ctarms o collection, accordance any TMG tnc. of delivery bey not in hatl preclude roduct In the event of materees agent s aterialsby overloadingP gropedY• t de(roehh or piacrng°f said rn ible for event acceP of the consr9,VeN Not respons sr� alt in no the stgnature rpCess of de ur plant. The P trot such materials and the P roper<y during carrier's ttuctc at° receipt, r his P s been loaded In cause to himselt o accepted after gravel ha No canceladon er so req t carriuests• carrier's truck r pp.M�TAr1A 69114 B�1 GRP CjON W pRK �A+�+ ro l CN* f SAND Gy, 'j,&•FAX 406-3SS-6091 C V 406-385-6S44 GSI LL ON 490 I c• c Date ; 3ob # d to ess ; wu piling p,d � -TO�A� l �eliveCed to �N��PR�GE d Diver's Signature ES tA RIP��Q vu QUAN-VITY i P '� V 3. i Afto ,j I 6. i i A c, Of at the ray BASIS u id Q CharCAStt OVAL j ect to net an 01 on to Pay all costs of s Past due ace somatically eSsarY• ou agree i Re by gp day due will a is r 21 Accounts6� ys past vent colkection or othe MO l da to sidewalk,driveway Net due ur MCj tile A 31 gy �3a Accc ages;�4�{n the e damage�Ot e Terms:lo`as Sllpa d llcer wil,inck;e a"tomey s fees. of as a ce liabil'dy{os da e P oth^a use sum art1es annum asonab the company Volk n reement°{ { th ever ` the accoun1ntluding fe e with a I w (ty11 hats pon, rb line, the g all ckarn s accordant any and M collet Ind Iu not in reclude n A delNe,,be materials agent shaol{Said materials by In g In the event t deliveries of for ove doadin duct o property. no event accePa Ii the c Sfsignee l or plactn9 leant.,4,k responsible �r ases shall in and the rig lure rocess delrverY at our p ) The Purch materials arty during the p in Ianier's icuck receipt of sut5el{or his Prof een wa d de horn ravel has b Cause to led after 9 acceP teQuests. NI cancelaitonr{carrier so j carrier s truck I I I i i I v0,,aoy,69 59114 BEf C't E.M CAvpT10N WORK 641311 SAND GRp,V6A,&FAX 406-3gg-6091 406-3gg iN I # �� � pate C 30b P Z 6" Address laflfng ��� TCTA4 , )elivefed to ?RICE .vet,pn nature � �S Sig DESCFw-V I i QUANTITY ®� �Qo r•'i 3 00 1 6. 1 9. TpTA3- 10. i rate f 15%Per Charge at 0141-Y OASIS13C unto ect to a finance G of Received by 30 daYs Past due e a�tomal"'is ,be saTY,You agree to pay all costs I ou the(21 A°Counts 0 daYs Past du °olle is neces : . ction month, 3 Acc is 0 4 In the event then es;(� to sidewalk,driveway or o on 10th of the oun GA3i } t07:(1 charg Terms'( +n M luding all ti s lee ilWy for damage of asead wable inC s tees. ssume Ilab otherwise annum aid to lull'nable attome'' any will not a art+es the account is Pal the comp ent of th whatsoever nature, includ+n9 tea' and curb tine, Teem collection, ccordanCe with the a d all claims of elivery beY of in a reclude any TMG,Inc n In the event of d of material snagent shall P nals by product o eliveries mate rloading property' nt a t d n lacing° onsrble for ove + cceP °f the Cons 9. ee f sa+ ase[shall in no and the s+gnature ess of del+very°r P Not resP arch the PYOC truck at our Plant' The P t his property du[ing receipt of such ma loaded in carrier's e to himself or h l has been i taus alter grave n accepted a ests. No Cencelakko re4u 1 came"s truck if ca[[ier so a I i } ti 1 I n BOX 69 gELGR MONTANA 59714 ORK SAND,G 88 6 L FAX 406 399 60911 T 64072 406 INCe jot -MC Job #� Date fold to O Mailing Address Delivered to L_ Driver's Signature UNIT PRICE TOTAL QUANTITY DESCRIPTION 3. 4. 1.D 6. 7. B. 9. 0'0{ 10. TOTAL Received by ONLY BASIS until Past due are subject to a Finance Charge at the rate of BASIS %until er be put on a CASH a all costs of 2 Accounts 30 daysastdue will automatically P you agree top Y Terms:(1) 107;p)Accounts 60 day P Net due on 10th of the month:( Terms. or as allowable in Nincluding all finance charges;(4)In the event collection is necessary,Y annums fees. a to sidewalk,driveway or other the account is pal reasonable attorney' for dama9 collection,including will not assume tiability the company w otherwise beyond curb tine, agreement of the parties; In the event of delivery Y of whatsoever nature, property. reclude any and all claims deliveries of materials not In shalldpnce with the a TMC Inc. Thep nature of the consignee's o agent of said materials by Product on urchasei shalt in no event accept process of delivery P receipt of such materialsroanerjY during the p responsible Ior overloading p cause to himself or his p P plant.Not No cancelation accepted after gravel has been loaded in carrier's truck at our p carrier's truck if carrier so requests. TRAC 'i ORS & EARTH6vOVING SKID STEER LOADERS (cont.) (includes bucket and BOPS,unless otherwise noted.) Estimated Operating Model(Yr.Disc.) Operating Capacity HP Monthly S Weekly S Daily$ Hourly S Cost S/Hr. DIESEL POWERED (CONT.) NEW HOLLAND (CONT.) LX865(1999) 2,200lbs 60.00 1,915-00 535.00 135.00 20.00 9.45 LX885(1999) 2,200 Ibs 60.00 1,995.00 560.00 140.00 21.00 9.65 LX985(1999) 2,800 Ibs 75.00 2,345.00 B55-00 165.00 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) 1,300lbs 48.00 1,775.00 495.00 125.00 19.00 8.45 1300D(2002) 1,350lbs 49.50 1,715.00 480.00 120.00 18.00 B.25 1500C(1999) 1,500lbs 4B.00 1,640.00 460.00 115.00 17,00 8.15 1500CX(1999) 1,500lbs 4B.00 1,730.00 485.00 120.00 18.00 6.35 1500D(2002) 1.500 lbs 60.00 1,720.00 480.00 120.00 18.00 8.90 1500DX(2002) 1,500 Ibs 60.00 1,810.00 505.00 125.00 19.00 9,10 1700C(1999) 1,750lbs 80.00 1,835.00 515.00 130.00 20.00 10.50 1750D(2002) 1,750lbs 86.00 1,940.00 545-00 135.00 20.00 10.90 1600C(1999) 1,850lbs 80.00 1,890.00 530.00 135.00 20,00 10.65 1800CX(1999) 1,850lbs 80.00 1,990.00 555,00 140.00 21.00 10.90 2000D(2002) 2,000Ibs 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) 2,300 Ibs 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 850lbs 15.80 1,315.00 370.00 93.00 14.00 4.90 95 SERIES II(2002) 900lbs 33.50 1,445.00 405.00 100.00 15.00 6.30 105 1,000lbs 30.20 1,655.00 465.00 115.00 17.00 6.90 115(2002) 1,100lbs 33.50 1,675.00 470.00 120.00 18-00 7.20 135 1,300lbs 39.00 1,595.00 445.00 110.00 17.00 7.30 153 1,5001bs 46.00 1,6135.00 470.00 120.00 18.00 7.95 175 1,750lbs 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) 2,200lbs B7.00 1,840-00 515.00 130-00 20.00 10.75 245(2003) 2,400 Ibs 87.00 2,070.00 580.00 145.00 22.00 11.20 250 2,5001bs 83-00 2,020.00 565.00 140.00 21.00 10.80 255 2,500lbs 83.00 2,150.00 600.00 150.00 23.00 1i.10 PROTOUGH 1300(2002) 1,300lbs 39.00 1,480.00 415.00 105,00 16.00 7.10 PROTOUGH 1700(2002) 1,700lbs 46.00 1,580.00 440.00 110.00 17.00 7.70 PROTOUGH 2200(2002) 2,200lbs 87.00 1,710.00 480.00 120.00 18.00 10.50 T-95S(2000) 900lbs 19.80 1,235.00 345.00 86.00 13.00 5.05 T-103S(2000) 1,000lbs 33,50 1,525.00 425.00 105.00 16.00 6.95 T-135S(2000) 1,350lbs 43.00 1,630.00 455.00 115.00 17.00 7.75 T-153S(2000) 1,500lbs 52.00 1,625.00 455.00 115.00 17.00 8.30 T-173HL S SERI ES 111(2000) 1,700lbs 52.00 1,785.00 500.00 125.00 19.00 8.60 T-245HD S SERIES(2000) 2,400 Ibs 83.00 2,070.00 580.00 145.00 22.00 11.15 T-245HDK(2000) 2,400 Ibs 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 1-800-669-3282 §9-21 PUM731NG DIAPHRAGM PUMPS _ (Portable and self-priming.Hoses and auxiliary equipment are not included.) Estimated Operating Size Pump Capacity HP Monthly$ Weekly$ Daily$ Hourly S Cost$/Hr. GASOLINE POWERED 2.0 in 3,000 gph 5.0 515.00 145.00 36.00 5.00 2.70 3.0 in 5,100 gph 5.0 515.00 145.00 36.00 5.00 2,75 4.0 in 8,000 gph 8.0 700.00 195.00 49.00 7.00 3.55 4.0 in 14,000 gph 8.0 945.00 265.00 66.00 10.00 4.25 ♦(Double) ELECTRIC POWERED 2.0 in 2,400 gph 1.0 440,00 125.00 31.00 5.00 2.05 3.0 in 3,000 gph 2.0 495.00 140.00 35.00 5.00 2.30 4.0 in 6,000 gph 2.0 555.00 155.00 39.00 6.00 2.45 4.0 in 14,000 gph 3.0 795.00 225.00 56.00 8.00 3.15 ♦(Double) DIESEL POWERED 2.0 in 37000 gph 6.0 585.00 165.00 41.00 6.00 2.70 3.0 in 6,000 gph 6.0 595.00 165.00 41.00 6.00 2.70 4.0 in 8,000 gph 6.0 685.00 190.00 48.00 7.00 2.95 4.0 in 14,000 gph 6.0 975.00 275.00 69.00 10.00 3.75 A(Double) ELECTRIC SUBMERSIBLE PUMPS (Includes 50'of cable.) Estimated Operating Size HP Voltage Phase Monthly S Weekly$ 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 4.00 135 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 1,185.00 330.00 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 50 460 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 1,085.00 306.00 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©2004,PRIMEDIA Business Magazines&Media Inc. All rights reserved. gY6-Y2 Flentat Rate Blue Book,VO(Urne 1 7-600-669-3282 1Q04 MOTJR- S & GENERA. FORS LARGE GENERATOR SETS (cost.) Estimated Operating Prime Output 0 60 Hz HP Monthly S Weekly S Daily S Hourly S Cost S/Hr. 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 54.00 8.00 9.30 60 KW 85.5 735.00 205.00 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 1,165.00 325.00 81.00 12.00 22.90 150 KW 260.0 1,210.00 340,00 85.00 13,00 28.15 175 KW 264.0 1,245.00 350.00 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 1,580.00 440.00 110.00 17.00 41.90 250 KW 435.0 1,515.00 426.00 105.00 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 4,225.00 1,185.00 295.00 44.00 103.30 y 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 1,250.0 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 K/ 1,550.0 6,985.00 1,955.00 490.00 74.00 162.10 Copyright 2004,PRIMEDIA Business Magazines R Media Inc. All rights reserved. 2Q04 §11.16 Rental Rate Blue Book,Volume 1 1-800-669-3282 Page: 1 j K T coif ReJGi a s. ENTALS �� �-, : JOHNs2cN ExCAVT� rc` RENTAL RETURN INVOICE 2.012 WATE�z :.R vAT�oNs BazEMA MT- 9715 �utrctzoe-- azr ce tit - C# ..406 57 .:3273.< mate otit .5 14/ Cus.tome 12:41f� +ob�3�t ... Y 6�1.5/I3 � 44� AM 3 WATER RENt ATZONS:- T �tr�r h7 6583.21483�,_ flceret 8.0.5 BACKMORE BOZEMAN, MT 5571 „ teems• Tet 3 :lars: Sales Rep: D-A DARN Tn�rx.tterx #y C Rom ... QtY EgtxP�tentDay: leek ;4 week Amcst>n t 1 AIR COMPRESSOR-TOWABLE 185CFM 150.00 150.00 600.00 1600.00 150.00 1352113 Make: ATL Model: XAS185PE Ser #: HOP038081 HR OUT1 373.00 HR IN1 375.00 TOTAL: 2.00 1 AIR HAMMER 90# 35.00 35.00 105.00 325.00 35.00 JH905509 Make: ATLAS COPC Model: 90LB09 Ser #: 1301 I SALES ITEMS: Qty Item number Unit Price 1 ENV EA 3 .000 3 .00 ENVIRONMENTAL CHARGE Sub-total: 138 .00 Total: 188.00 CUSTOMER RESPONSIBILITIES: 1.insunnce. a uunng the Rental Period.Customer snail maintain the following minimum coverage:(a)general iiaoillty Insurance of not less than(i)55,000,000 per occurrence for personal injury;�,i)a'500,000 for pwpa;.y damage:(b)physical damage insurance covering loss/damage to the Equipment in an amount equal to the replacement cost;(c)workers'compensation insurance as required by law;and(d)automobile liability insurance(including comprehensive and collision coverage,a hired and non-owned vehicle liability coverage and uninsuredlunderinsured motorist coverage),in the same amounts set forth in subsections(a)and(b).If the Equipment is to be used or transported on any roadway.The insurance shall include coverage for Customer's contractual liabilities herein.The insurance shall not exclude boom damage or boom overload, • Such policies shall name Titan as an additional insured(ncluding and additional insured endorsement)and loss payee,and provide for Titan to receive at least 30 days prior written notice of any cancellshen or material change.Customer shalt provide Titan with certificates of insurance evidencing the required policies prior to any rental and at any time upon Titan's request. Al In the event that Customer does not have insurance covering damageltoss to the Equipment,Titan will insure this damagelloss risk for the Equipment at a charge of 15%of the rental amount,but Customer remains liable for any deductible. 2.Maintenance. + Customer shall-at its expense,insure proper maintenance in accordance with the operating manual including,but not limited to,using properfuel,regular greasing,checking oil and fluid levels,maintaining coned lire pressure.and shedulrg oil chargas(pe vn ad by Titan.)at 15 hcu intervals. + Customer is responsible for all maintenancetrepairs beyond normal wear and tear that are not covered by manufacturer's warranty. j • Customer is responsible for chain and teeth wear on trenchers. All maintenancehepairs shall be performed only by Titan,using OEM parts.filters and oil. f +Customer shall return the machine in reasonably clean condition or will be charged for cleaning the equipment at s5o per hour(2 hour minimum). 3.use of Equipment. r Customer assumes all risks associated with the EquipmentAuring the Rental Peridd,inlcuding injury and damage to persons and property. A Customer shall only permit properly trained fridividuals to uselhe Equfpmem- s if the Equipment does not operate piopedy;i5 not suitable for Customers intended use,does not have operating and safety instructions(owners operating manual),or if Customer has any questions regarding use of Equipment.Customer shfill not use the Equipment ind shall contact Titan immediately- THIS AGREEMENT IS SUBJECTD1T10NAj_TERNIS`AND ITI CONDONS ON THE REVERSE SIDE,CUSTOMER HAS HAD THE OPPORTUNITY TO READ THE rrnmo ar n rro noRGGmcr�r-r' .,.I TOr LESSEE (Customer)r /� /;�/%.!' '`f Signature LESSOR (Titan Machinery) Signature � Print Name Date Accepted By Date low INVOICE INVOICE# B139835 BRANCH ADDRESS INVOICE DATE 6128113 HDSWW-BELGRADE MT ACCOUNT# 183568 Branch-593 _ Local Service,Nationwide 240 Jackrabbit Lane SALESPERSON CHRISTOPHER ANDERS P_O. Box 1419 Belgrade MT 59714 BRANCH# 593 Thomasville, GA 31799-1419 406/388-5980 - $722.17 Remit To: HD SUPPLY WATERWORKS,LTD. FILE#66214 19861 AB 0.384 E0082X 10091 D72409370 P1506977 0001.0002 LOS ANGELES,CA 90074-6214 11(111,11 Fit 111111(i1i4i111(ui1�1((�11r[I([I(11(11111h1P�111 Shipped to: JOHNSTON EXCAVATING INC ACCOUNTS PAYABLE SMALL MISC MATL SALES ONLY ACCOU PA 805 BLACKMORE PL BOZEMAN, MT - BOZEMAN MT 59715-2713 CUSTOMER JOB- _000 - SMALL MISC MATL -------------------------------------------For- -- - -- - --- - --- Pp--unity T---Serve --- Return Top Portion With Payment For Faster Credit Thank-You-For-The�Opportunity To Serve Yoc 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 6127113 SEE BELOW SMALL MISC MATL 000 OUR TRUCK B139835 Product Code Description Quantity Quantity Back- p Ordered Shipped Ordered Price Per Amount CUSTOMER PO#-BOZEMAN EMERGENCY 21116R12M 16X12 MJ REDUCER(1)DI C153 1 1 247.6800 EA 247. 21AMF716SLDEP16 16 ONE-LOK DI RESTRAINT W/ACC 1 1 176.6900 EA 176. 21AMF712SLDEP12 12 ONE-LOK DI RESTRNT SLDEP12 1 1 112.8000 EA 112. This transaction is governed by and subject to HD Supply Waterworks standard terms Terms SubTotal and conditions,which are incorporated herein by this reference and accepted. To review these terms and conditions,please point your web browser to http://waterworks.hdsupply.com/TandC/. NET 30 537.17 Freight Delivery Kandling Restock Misc. TaAMIJ 185.00 .$722,17 HDSWW-BELGRADE MT THANK YOU FOR YOUR ORDER Branch-593 VISIT • B139835 5240 Jackrabbit Lane WATERWORKS.HDSUPPLY.COM Belgrade MT 59714 FOR OTHER SERVICES OFFERED 0001_0002 Page 1 of 1 INVOICE INVOICE# 13162676 WATERWR INVOICE DATE 7/05/13 BRANCH ADDRESS HDSWW-BELGRADE MT ACCOUNT# 183568 Branch-593 Local Service,Nationwide 5240 Jackrabbit Lane SALESPERSON CHMSTOPHERANDERSC P.O. Box 1419 Belgrade MT 59714 BRANCH# 593 Thomasville, GA 31799-1419 4061388-5980 i� Remit To: HD SUPPLY WATERWORKS, LTD. FILE#56214 3601 MB 0.405 E0345X 10531 B729865534 P1519095 0001:0001 LOS ANGELES, CA 90074-6214 lllirlrl{ll,llllcIItl will 111l fill fill 1�(91�11111111�dI�Pa!'a!! Shipped to: AV5'-t JOHNSTON EXCAVATING INC ACCOUNTS PAYABLE CUSTOMER PICK-UP- 805 BLACKMORE PL BOZEMAN MT 59715-2713 CUSTOMER JOB- 000 SMALL MISC MATL Return Top Portion With Payment For Faster Credit Thank You For The Opportunity To Serve You We appreciate your prompt payment. Date Ordered Date shipped Customer PO No. Job Name Job No. Bill of Lading Shipped Via Order Numb, 6128/13 7/03113 SEE BELOW SMALL MISC MATL 000 WILL CALL B162676 Product Code Description Quantity Quantity Back-Ordered Shipped Ordered Price Per Amount CUSTOMER PO#1 BOZEMAN REHAB 7420001920260 2000-1920-260 16"HYMAX CPLG 1 1 1218.6400 EA 1,218.E This transaction is governed by and subject to HD Supply Waterworks standard terms Terms SubTotal and conditions,which are incorporated herein by this reference and accepted. To review these terms and conditions,please point your web browser to http:(/waterworks.hdsupply.com/TandC/. NET 30 1,218.64 Freight I Delivery- Handling Restock Misc. Tax INVOICE TOTAL $1,218.64 HDSWW-BELGRADE IVIT THANK YOU FOR YOUR ORDER Branch-593 VISIT • B162676 5240 Jackrabbit Lane WATERWORKSADSUPPLY.COM Belgrade MT 59714 FOR OTHER SERVICES OFFERED 0001:0001 Page 1 of 1