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Home My WebLink About17- Construction Specifications and Contract Documents - Williams Civil Division, Inc. - 2017 Main & Willson Sewer Renovations Project i 4G{ 1 CONSTRUCTION SPECIFICATIONS CONTRACTDOCUMENTS FOR THE CITY OF BOZEMAN 2017 MAIN & WILLSON SEWER RENOVATIONS PROJECT f(EI_LEN M. .. o GAPARADT E MAY No. 4075PE u2017 .1fit' y Prepared By: City of Bozeman Engineering Division 20 East Olive Street p t• a + ,vcIkA �. • • Box 1230 Bozeman, MT 59771 BIDDER'S CHECKLIST Please utilize the following Bidder's Checklist before submitting your bid. 1) Original Bid Bond Enclosed? (Personal checks, business checks, and faxed copies are not acceptable.) 2) Bid Proposal: a. Arithmetic Checked? b. Unit Bid amounts agree with math calulations? c. All Addenda acknowledged on proposal sheet and cover? d. Signature portion completely filled out? e. Bid Proposal intact in Contract Documents DO NOT REMOVE!!!! f. Non-Descrimination Affirmation form completed and signed? 3) Bid Envelope: a. Addressed properly? (See Article 1 —Bids, Instructions to Bidders) b. Contains the Contract Documents and Specifications booklet? C. Acknowledged Receipt of Addenda? d. Sealed? 4) Bid Submitted prior to required time at specified location? Be sure to seal your bid. Include project name, bid date/time, contractor name, contractor registration number, and acknowledgement of all addenda(by number) on the outside of the bid envelope. Leave all sheets intact in the Contract Documents and Specifications booklet. Return the complete Contract Documents and Specifications booklet. ALL BID DOCUMENTS AND BONDS MUST BE ORIGINALS. NO FAXED COPIES WILL BE ACCEPTED. CITY OF BOZEMAN, MONTANA 2017 MAIN & WILLSON SEWER RENOVATIONS PROJECT May 2017 TABLE OF CONTENTS CONTRACT DOCUMENTS Invitation to Bid Instructions to Bidders Bid Form Bid Bond Non-Discrimination Affirmation Form Agreement Form Payment and Performance Bonds Standard General Conditions of the Construction Contact Supplementary Conditions Montana Prevailing Wage Rates Standard Forms CONSTRUCTION SPECIFICATIONS Special Provisions MDT Encroachment Permit Measurement and Payment APPENDIX Standard Drawings Flow Measurement Data CITY OF BOZEMAN, MONTANA CALL FOR BIDS NOTICE IS HEREBY GIVEN that the City of Bozeman, Montana, is accepting sealed bids for: 2017 Main & Willson Sewer Renovations Project Separate sealed bids for construction of City of Bozeman 2017 Main R Church Renovations Project will be received by the City Clerk at the office of City Hall, 121 North Rouse Ave., P.O. Box 1230, Bozeman, Montana 59771-1230 until 2:00 p.m., local time, May 30, 2017 and then publicly opened and read aloud. Please write the name of the project on the front of the sealed bid. The physical address is: City Clerk's Office, Suite 202, City Hall, 121 No. Rouse Avenue, Bozeman, Montana. The mailing address is: City Clerk's Office, Suite 202, City Hall, P.O. Box 1230, Bozeman, Montana 59771. Bids must be received before 2 p.m. Tuesday, May 30, 2017. Original copies must be submitted- no faxed or electronic bids will be accepted. Bids will be opened and read following the close of bids. The project work is generally described as follows: Replacement of existing 8-inch vitrified clay sewer main on North Willson Avenue between West Main Street and West Lamme Street with 745 linear feet of 10-inch PVC sewer main, including: service reconnections and new manholes. The project will also include removal and replacement of an existing sewer manhole at the intersection of Grand and Main Street. The Contract Documents may be examined or obtained at the office of the City of Bozeman Engineering Department, 20 East Olive Street, Bozeman, Montana 59771- 1230, 406-582-2280, in accordance with the Instruction to Bidders. Required deposit is $25.00 per set, which is not refundable. There will be a Pre-Bid Conference at the office of the City of Bozeman Engineering Department at 10:00 a.m. on May 23, 2017. Interested CONTRACTORS are encouraged to attend. CONTRACTOR and any of the CONTRACTOR'S subcontractors doing work on this project will be required to obtain registration with the Montana Department of Labor and Industry (DLI). Forms for registration are available from the Department of Labor and Section 00100 INVITATION TO BID Page I of 2 Industry, P.O. Box 8011, 1805 Prospect Avenue, Helena, Montana 59604-8011. Information on registration can be obtained by calling 1-406-444-7734. CONTRACTOR is not required to have registered with the DLI prior to bidding on this project, but must have registered prior to execution of the Construction Agreement. All laborers and mechanics employed by CONTRACTOR or subcontractors in performance of the construction work shall be paid wages at rates as may be required by the laws of Gallatin County and the state of Montana. Discrimination in the performance of any contract awarded under this invitation on the basis of race, color, religion, creed, sex, age, marital status, national origin, or actual or perceived sexual orientation, gender identity or disability is prohibited. This prohibition shall apply to the hiring and treatment of the awarded entity's employees and to all subcontracts. Every entity submitting under this invitation must sign and return the required affirmation. Each bid or proposal must be accompanied by a Certified Check, Cashier's Check, or Bid Bond payable to the City of Bozeman, Montana, in an amount not less than ten percent (10%) of the total amount of the bid. Successful BIDDERS, shall furnish an approved Performance Bond and a Labor and Materials Payment Bond, each in the amount of one hundred percent (100%) of the contract amount. Insurance as required shall be provided by the successful BIDDER(s) and a certificate(s) of that insurance shall be provided. No bid may be withdrawn after the scheduled time for the public opening of bids, which is at 2:00 p.m. local time, May 30, 2017. The right is reserved to reject any or all proposals received, to waive informalities, to postpone the award of the contract for a period of not to exceed sixty (6g) clays and to accept the lowest responsive and responsible bid which is in the best interest of the OWNER. The Contractor is required to be an Equal Opportunity Employer. DATED at Bozeman, Montana, this 14th day of May, 2017. Robin Crough City Clerk, City of Bozeman Published Bozeman, Montana, May 14, 2017 May 21, 2017 Section 00100 INVITATION TO BID Page 2 of 2 INSTRUCTIONS TO BIDDERS BIDS All Bids must be made on the forms provided in this bound copy of the Contract Documents. All Bids must be legibly written in ink,with all prices given in figures and total bid amount given in words and figures. No alterations by erasures or interlineations will be permitted in Bids or in the printed forms. Each Bid shall be enclosed in a sealed envelope addressed to the Clerk of the Commission,City Hall, 121 North Rouse Ave.,P.O.Box 1230,Bozeman,Montana 59771-1230, and endorsed on the outside of the envelope with the words: CITY OF BOZEMAN 2017 OLIVE & CHURCH STREET RECONSTRUCTION PROJECT. Bids shall be strictly in accordance with the prescribed form. Any modifications thereof or deviations therefrom maybe considered as sufficient cause for rejection. Bids carrying riders or qualifications to the Bid being submitted may be rejected as irregular. BID GUARANTEE No Bids will be considered unless accompanied by a Bid guarantee,in the amount stipulated in the Invitation To Bid,made unconditionally payable to the Owner,which may be either a Cashier's Check or a Certified Check drawn on an acceptable bank. A Bidder's Bond issued by a surety company authorized to do business in the State of Montana will also be acceptable. SIGNATURE OF BIDDERS Each Bid must be signed in ink by the Bidder with his full name and with his business address or place of residence. In case of a firm or partnership,the name and residence of each member must be inserted. In case the Bid is submitted by,or on behalf of,a corporation,it must be signed in the name of such corporation by an official who is authorized to bind the corporation,and who shall also affix the corporate seal of such corporation. The Bid of a corporation which is signed by a person other than a corporate officer must be accompanied by a Power of Attorney showing that person's authority. ONLY ONE PROPOSAL No Bidder may submit more than one Bid. Two Bids under different names will not be received from one firm or association. RESPONSIBILITIES OF AGENT Any person signing a Bid as the agent of another,or of others,may be required to submit satisfactory evidence of this authority to do so. The title of the person(s)executing the Bid or Agreement shall be clearly indicated beneath his signature. QUALIFICATIONS OF BIDDERS Bidders may be required to submit satisfactory evidence that they have a practical knowledge of the particular work bid upon, and that they have the necessary financial resources to complete the proposed work. In determining the lowest responsible bid, the following elements will be considered: whether the Bidder involved(a)maintains a permanent place of business;(b)has adequate plant and equipment to do the work properly and expeditiously; (c)has a suitable financial status to meet obligations incident to 1 INSTRUCTIONS TO BIDDERS the work; and(d)has appropriate technical experience. Each Bidder may be required to show that former work performed by him has been handled in such a manner that there are no just or proper claims pending against such work. No Bidder will be acceptable if he is engaged on any other work which impairs his ability to finance his contract. The Bidder shall demonstrate his ability by meeting all requirements herein stipulated, if asked for them. CONTRACT DOCUMENTS It is intended that the Montana Public Works Standard Specification,6th Edition(MPWS S),shall be used to govern the contractual and performance aspects of this project,and is hereby incorporated as part of these CONTRACT DOCUMENTS,as modified by the City of Bozeman Modifications to Montana Public Works Standard Specifications 01'Edition(COB MODS),dated March 31,2011, including all addenda which is also hereby incorporated as part of these contract documents, and as further modified herein by the City of Bozeman. All standard forms of MPWSS shall be utilized in executing these CONTRACT DOCUMENTS unless otherwise noted or revised in the bound bid document. Selected sections of the MPWSS have been reprinted in this document to provide a clear definition of the project and detail modifications to the MPWSS made by the City of Bozeman,in order to assist the Contractor in preparation of his Bids. The complete CONTRACT DOCUMENTS which comprise this entire document,and are made a part hereof, consist of the following: Invitation to Bid............................ Bound Herein Instructions to Bidders.................. Bound Herein Bid Form...................................... Bound Herein Bid Bond...................................... Bound Herein Agreement Form...........................Bound Herein Payment Bond..............................MPWSSBound Herein Performance Bond........................MPWSS/Bound Herein Standard General Conditions........MPWSS/Bound Herein Supplementary Conditions............MPWSS/Bound Herein Miscellaneous Forms Notice of Award..................Bound Herein Notice To Proceed............. MPWSS/Bound Herein Field Order...................MPWSS/Bound Herein Change Order.....................MPWSS/Bound Herein Work Directive Change.......MPWSS/Bound Herein Application For Payment (Guidance Only)............... Bound Herein Certificate of Substantial Completion........................MPWSS Order to Contractor to 2 INSTRUCTIONS TO BIDDERS Suspend Work...............Bound Herein Order to Contractor to Resume Work...............Bound Herein Contractors Certificate And Release...............MPWSS Lien Waiver for Prime Contractor................MP W S S Lien Waiver for Subcontractor/Supplier...MP WS S Wajae Rates...................................Bound Herein Special Provisions..........................Bound Herein 01590......................................Erosion Control 02602......................................Pipe Boring&Jacking 02721......................................Hydrodynamic Separator Unit Technical Specification...................MPWSS, COB MODS, &Bound Herein Appendix A—Standard Drawings...........Bound Herein Plan Set EXAMINATION OF CONTRACT DOCUMENTS AND SITE Before submitting a bid, each Bidder must (a) examine the Contract Documents thoroughly (b) visit the site to familiarize himself with location conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws,ordinances,rules and regulations that may in any manner affect cost,progress or performance of the Work;and(d)study and carefully correlate Bidder's observations with the Contract Documents. Any Bidder may,upon request,examine those reports of investigations and tests of subsurface and latent physical conditions at the site (if any) which have been relied upon in preparing the drawings and specifications. These reports are not guaranteed as to accuracy or completeness,nor are they part of the Contract Documents. Before submitting his Bid each Bidder will, at his own expense, make such additional investigations and tests as the Bidder may deem necessary to determine his Bid for performance of the Work in accordance with the time, price and other terms and conditions of the Contract Documents. On request,Owner will provide each Bidder access to the site to conduct such investigations and tests as each Bidder deems necessary for submission of his Bid. Any administrative requirements and associated costs of such investigations are the responsibility of the Bidder. The lands upon which the Work is to be performed, rights-of-way for access thereto and other lands designated for use by Contractor in performing the Work are identified in the specifications or on the drawings. The submission of a Bid will constitute an incontrovertible representation by the Bidder that he has complied with every requirement of this section and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance of the work. 3 INSTRUCTIONS TO BIDDERS Where logs of test borings are included in the contract plans,it is agreed that such logs do not constitute a part of the contract and are included only for the convenience of the bidder or Contractor and do not relieve him of his duties under this section or of any other responsibility under the contract. No information derived from any inspection of records of investigation or compilation thereof made by the Owner will in any way relieve the bidder or Contractor from properly performing his obligations under the contract. UNDERGROUND UTILITIES The location of underground utilities as shown on the drawings is approximate and the Owner assumes no responsibility for determining the exact location. The Contractor shall note the reference to utility lines and service lines for various utilities as noted on the drawings and that the approximate location may or may not be given. The Contractor shall make written inquiry of the related utility agency to determine the location of underground utilities in the project area. INTERPRETATION OF CONTRACT DOCUMENTS If any person contemplating submitting a Bid for the proposed contract is in doubt as to the true meaning of any part of the specifications, or other proposed Contract Documents, he may submit to the Owner a written request for an interpretation thereof. The person submitting the request will be responsible for its prompt delivery. Any interpretation of the proposed documents will be made only by an addendum duly issued and a copy of any such addendum will be mailed or delivered to each person receiving a set of such documents. TIME OF COMPLETION The time of completion of the work is a basic consideration of the Contract. It will be necessary that the Bidder satisfy the Owner of his ability to complete the work within the stipulated time. The number of days within which,or the dates by which,the Work is to be Substantially Completed are set forth in the Bid Form and the Agreement Form. LIQUIDATED DAMAGES Provisions for liquidated damages are set forth in the Agreement Form. ADDENDA Any addenda issued during the time of bidding, or forming a part of the Contract Documents loaned to the Bidder for the preparation of his proposal,shall be covered in the Bid and shall be made a part of the Agreement. Receipt of each addendum shall be acknowledged in the Bid. Any Bid in which all issued addenda are not acknowledged will be considered incomplete and will not be read. PROPOSAL The bidder shall submit his proposal on the forms bound in these Contract Documents. Only proposals contained within bound copies of the Contract Documents obtained directly from the City will be considered. Neither the proposal nor any other pages bound herein or attached hereto shall be detached. Proposals shall be in a sealed envelope and addressed to: City Clerk City Hall 121 North Rouse Ave. P.O. Box 1230 4 INSTRUCTIONS TO BIDDERS Bozeman, MT 59771-1230 The envelope shall also contain the following information: Name of Project: CITY OF BOZEMAN 2017 MAIN & WILLSON SEWER RENOVATIONS PROJECT. Name of Contractor: Montana Certificate of Contractor Registration No. Acknowledge Receipt of Addendum No.: , In the lower left hand corner of the envelope print or type: BID DOCUMENTS - DO NOT OPEN UNTIL 2:00 P.M. May 30, 2017. Proposals shall be made in accordance with the following instructions: A. Submit one copy of the complete bound document in an opaque sealed envelope. DO NOT REMOVE THE PROPOSAL OR ANY OTHER PAGES FROM THE BOUND CONTRACT DOCUMENT. ONLY PROPOSALS CONTAINED WITHIN BOUND COPIES OF THE CONTRACT DOCUMENTS OBTAINED DIRECTLY FROM THE CITY WILL BE CONSIDERED. B. Bids shall be made in ink upon the unaltered Bid Proposal Form supplied with these documents. C. All blank spaces must be properly filled. D. The total bid price must be stated in both writing and in figures. In case of a discrepancy between unit price and total bid price,the unit prices or lump sum prices shall be used in computing the total bid price. E. The proposal form shall contain no additions,conditions,stipulations,erasures,or other irregularities. F. The proposal must acknowledge receipt of all addenda issued. G. The proposal must be signed in ink and display the bidder's name, address, and current Montana Contractor's License Number. H. The proposal must include a completed and signed Non-discrimination affirmation form. 5 INSTRUCTIONS TO BIDDERS SIGNING OF BIDS Bids which are not signed by individuals making them shall have attached thereto a power of attorney evidencing authority to sign the bid in the name of the person for whom it is signed. Bids which are signed for a co-partnership shall be signed by all of the co-partners or by an attorney-in- fact. If signed by an attorney-in-fact,there shall be attached to the bid a power of attorney evidencing authority to sign the bid. Bids which are signed for a corporation shall have the correct corporate name thereof signed in handwriting or in typewriting and the signature of the president or other authorized officer of the corporation shall be manually written below the written or typewritten corporate name following the work: By: Corporate Seal Title: If bids are signed for any other legal entity, the authority of the person signing for such legal entity should be attached to the bid. TELEGRAPHIC MODIFICATION Any bidder may modify his bid by telegraphic communication at any time prior to the scheduled closing time for receipt of bids. The telegraphic communication shall not reveal the bid price, but shall only provide the addition or subtraction from the original proposal. Telegraphic proposal modifications must be verified by letter. This written confirmation shall be received no later than three working days following the bid opening or no consideration will be given to the telegraphic modification. BID REQUIREMENTS The bidder is expected to base his bid on materials and equipment complying fully with the plans and specifications and, in the event he names in his bid materials or equipment which do not conform, he will be responsible for furnishing materials and equipment which fully conform at no charge in his bid price. Before submitting a proposal,each Contractor should read the complete Contract Documents(including all addenda), specifications and plans, including all related documents containing herein, all of which contain provisions applicable not only to the successful bidder,but also to his subcontractors. BID QUANTITIES Bidders must satisfy themselves by personal examination of the locations of the proposed work and by such other means as they may prefer as to the correctness of any quantities. 6 INSTRUCTIONS TO BIDDERS The estimated unit quantities of the various classes of work to be done under this contract are approximate and are to be used only as a basis for estimating the probable cost of the work and for comparing the proposals offered for the work. The Contractor agrees that,during progress of the work, the Owner may find it advisable to omit portions of the work,to increase or decrease the quantities as may be deemed necessary or desirable, that the actual amount of work to be done and materials to be furnished may differ from the estimated quantities, and that the basis for payment under this contract shall be the actual amount of work done and the materials furnished. The Contractor agrees that he will make no claim for damages, anticipated profits or otherwise on account of any difference which may be found between quantities of work actually done and the estimated quantities. MODIFICATIONS AND WITHDRAWAL OF BID A bid may be modified or withdrawn by an appropriate document duly executed in the manner that a Bid must be executed and delivered to the place where Bids are to be submitted prior to the date and time for the opening of Bids, as called for in the Invitation to Bid. Requests for modification or withdrawal must be written and must be signed in the same manner and by the same person(s) who signed the Bid. If,within twenty-four(24)hours after Bids are opened,any Bidder files a duly signed written notice with OWNER and promptly thereafter demonstrates to the reasonable satisfaction of OWNER that there was a material and substantial mistake in the preparation of its Bid,that Bidder may withdraw its Bid and the Bid security will be returned. Thereafter, if the Work is rebid or negotiated, that Bidder will be disqualified from further bidding on the Work. ACCEPTANCE AND REJECTION OF THE BIDS The Owner reserves the right to acceptor reject the Bids,or portions of Bids if denoted in the Bid as separate schedules,and to award more than one Bid or schedule for the same Bid if any of the aforementioned combination of Bids or schedules will be in the best interest of the Owner. The Owner reserves the right to waive irregularities in any Bid submitted,or reject nonconforming,non-responsive or conditional Bids and to correct arithmetical errors in the Bid prior to comparison. SUBCONTRACTORS Within seven days after Bids are opened,the apparent low Bidder,and any other Bidder so requested, shall submit a list of all Subcontractors he expects to use in the work. An experience statement with pertinent information as to similar projects and other evidence of qualification shall be furnished for each named subcontractor,if requested by the Owner. If the Owner or Engineer after due investigation has reasonable objection to any proposed Subcontractor,they may, before giving the Notice of Award,request the apparent low Bidder to submit an acceptable substitute. If the substitution results in an increase in the Bid, a corresponding adjustment will be made in the contract price. If the apparent low Bidder declines to make any such substitution,the contract may not be awarded to such Bidder,but Bidder's refusal to substitution will not constitute grounds for forfeiture of Bid Security. Any subcontractor so listed and to whom Owner or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to the Owner and Engineer. 7 INSTRUCTIONS TO BIDDERS Contractor shall not be required to employ any subcontractor against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by Owner prior to the Notice of Award will be required in the performance of the work. AWARD OF CONTRACT OWNER reserves the right to reject any or all Bids, including without limitation,nonconforming,nonresponsive,unbalanced,or conditional Bids. OWNER further reserves the right to reject the Bid of any Bidder whom it finds, after reasonable inquiry and evaluation, to be non-responsible. OWNER may also rej ect the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Proj ect to make an award to that Bidder,whether because bid is not responsive, or the Bidder is unqualified or of doubtful financial ability,or fails to meet any other pertinent standard or criteria established by the OWNER.The OWNER also reserves the right to waive all informalities not involving price,time,or changes in the Work and to negotiate contract terms with the Successful Bidder. In evaluating Bids, OWNER will consider whether or not the Bids comply with the prescribed requirements, and such alternatives,unit prices and other data,as may be requested in the Bid Form or prior to the Notice of Award. In evaluating Bidders, OWNER will consider the qualifications of Bidders and may consider the qualifications and experience of Subcontractors,Suppliers,and other individuals or entities proposed for those portions of the Work for which the identity of Subcontractors, Suppliers, or other individuals or entities must be submitted as provided in the Supplementary Conditions. OWNER may conduct such investigations as OWNER deems necessary to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers, individuals, or entities to perform the Work in accordance with the Contract Documents. If the Contract is to be awarded,OWNER will award the Contract to the Bidder whose Bid is in the best interests of the Project. Consideration factors will include conformance with all material terms and conditions of the Contract Documents, Bid price, and other appropriate factors. If the Contract is to be awarded,OWNER will give the Successful Bidder allotice of Award within sixty (60) days after the day of the bid opening. The OWNER reserves the right to cancel the award of any contract at any time before the complete execution of said Agreement by all parties without any liability against the OWNER. If,at any time this Contract is to be awarded,the total of the lowest acceptable Bid Proposal exceeds the funds then estimated by the Owner as available, the Owner may reject all Bid Proposals or take such other action as best serves the Owner's interests. CANCELLATION OF AWARD The Owner reserves the right to cancel the award of any contract at any time before the complete execution of the Agreement by all parties without any liability against the 8 INSTRUCTIONS TO BIDDERS Owner. RETURN OF BID GUARANTEE All Bid guarantees,except those of the three lowest Bidders,will be returned immediately following the opening and checking of the Bids. The Bid guarantees of the unsuccessful of the three lowest Bidders will be returned within ten(10)days following the award of the contract. The Bid guarantee of the Bidder to whom the contract is awarded will be returned when said Bidder has executed an Agreement and filed satisfactory Performance and Payment Bonds as hereinafter stipulated. PERFORMANCE AND PAYMENT BONDS The Contractor to whom the contract is awarded will be required to furnish a Performance Bond and a Payment Bond in favor of the Owner each in an amount equal to one-hundred percent(100%) of the Agreement amount. The Bonds shall be executed on the forms bound herein, signed by a surety company authorized to do business in the State of Montana, and acceptable as a surety to the Owner and countersigned by a Montana Resident Agent. With the Bonds,there shall be filed with the Owner one copy of Power of Attorney certified to include the date of the Bond. EXECUTION AND APPROVAL OF AGREEMENT The Agreement shall be signed by the successful Bidder and returned, together with the contract Bonds, within the time shown on the Bid. If the Agreement is not executed by the Owner within fifteen(15)days following receipt from the Bidder of the signed Agreements and Bonds,the Bidder shall have the right to withdraw his Bid without penalty. No Agreement shall be considered as effective until it has been fully executed by all of the parties thereto. FAILURE TO EXECUTE AGREEMENT Failure to execute the Agreement and furnish a Performance Bond and Payment Bond shall be just cause for annulment of the award. In the event of such annulment of the award, the Bid guarantee shall be forfeited to the Owner, not as a penalty but as liquidation of damages sustained. Award may then be made to the next lowest responsible and qualified Bidder,or the work may be re-advertised as the Owner may decide. BOUND COPY OF CONTRACT DOCUMENTS None of the Instructions to Bidders,Bid Form,Bond forms,Agreement,contract stipulations,or other specifications shall be removed from the bound copy of Contract Documents prior to submission of Bid. Only proposals contained within bound copies of the Contract Documents obtained directly from the City will be considered. PAYMENTS Payment for all work performed under this Agreement will be made by the Owner within the time period specified in and in accordance with the procedures outlined in the General Conditions. Notice of Extended Payment Provision: This contract allows the owner to make payment within 21 days after approval of the payments. Payments made after the time limit will be subject to interest at the rate specified in the Agreement. 9 INSTRUCTIONS TO BIDDERS When the work extends beyond thirty(30)days,progress payments will be made monthly for any work accomplished during the preceding month, but subject to retainage as specified elsewhere. PREVAILING WAGE RATES On all projects and contracts with the Owner, Contractor and all subcontractors shall pay for all labor employed the standard prevailing rate of wages. The standard prevailing rate of wages as used herein means that standard prevailing rate of wages in the locality where the work is to be performed as determined by the Montana Commissioner of Labor pursuant to MCA 18- 2-402 and as bound herein. The Contractor and subcontractors are directed to the Montana Commissioner of Labor for information on the standard prevailing rate of wages applicable to this contract within this area. POSTING Contractor shall post in a prominent and accessible place on the site of the work a legible statement of all wages to be paid to the employees. LOCAL LABOR Contractor shall give preference to the employment of Montana residents in accordance with applicable portions of Title 18, Chapter 2, Part 4, MCA. MONTANA CONTRACTOR REGISTRATION REQUIREMENTS Contractor and any of the contractor's subcontractors doing work on this project will be required to obtain registration with the Montana Department of Labor and Industry(DLI). Information pertaining to the Montana Contractor Registration requirements may be obtained from the Montana State Department of Revenue, Helena, Montana. (1-800-556-6694) ADDITIONAL CONTRACTOR LICENSE FEE(MONTANA CONTRACTORS GROSS RECEIPTS TAB In accordance with Title 15, Chapter 50, MCA, the Owner shall withhold, in addition to other amounts withheld as provided by law or specified herein, 1 percent (1%) of all payments due the Contractor and shall transmit such moneys to the Montana Department of Revenue. BIDDER PREFERENCE In accordance with the provisions of Title 18, Chapter 1, Part 1, MCA, a preference will be given to the lowest responsible Bidder who is a resident of the State of Montana over a nonresident Bidder from any state or country that enforces a preference in their state or country for their resident Bidders.The preference given to Montana resident Bidders will be equal to the preference given in the other state or country. This preference applies unless specifically prohibited by Federal laws or regulations. Products manufactured or produced in the State of Montana shall be preferred for use in all projects if such products are comparable in price and quality. Further,wherever possible,products manufactured and produced in the State which are suitable substitutes for products manufactured or produced outside the State and comparable in price,quality and performance shall be preferred for use in this project. Preference regarding these products shall be in accordance with the laws of the State of Montana. 10 INSTRUCTIONS TO BIDDERS BID FORM 2017 MAIN & WILLSON SEWER RENOVATIONS PROJECT CITY OF BOZEMAN BOZEMAN, MONTANA 59771 TO: City Clerk P.O. Box 1230 Bozeman, Montana 59771-1230 THE UNDERSIGNED BIDDER,having familiarized himself with the Work required by the Contract Documents, the site(s) where the work is to be performed, local labor conditions and all laws, regulations,municipal ordinances and other factors which may affect the performance of the Work,and having satisfied himself of the expense and difficulties attending performance of the work: HEREBY PROPOSES and agrees, if this bid is accepted, to enter into an Agreement, in the form attached, to perform all work for the construction of 2017 MAIN & WILLSON SEWER RENOVATIONS PROJECT, including the assumption of all obligations, duties, and responsibilities necessary for the successful completion of the contract and the furnishing of all materials and equipment required to be incorporated in, and form a permanent part of, the work; tools, equipment, supplies, transportation, facilities, labor, superintendence, and services required to perform the Work; Bonds, Insurance and Submittals; all as indicated or specified in the Contract Documents to be performed or furnished by Contractor within the time and for the prices set forth in the following schedules. The undersigned bidder agrees to be bound by this Bid for a period not to exceed that specified in the Invitation to Bid. The undersigned Bidder agrees to furnish the required Bonds and to enter into a contract within fifteen (15)calendar days after Owner's acceptance of this Bid,and further agrees to complete all Work within the time specified per schedule after commencement of the contract time as defined in the General Conditions. The allowed contract time is 30 calendar days. Where multiple schedules are awarded under a single Contract,the contract times shall run concurrently unless separate notices to proceed are issued for the awarded schedules. Liquidated Damages shall be as specified in Article 2.2 & 2.3 of the Agreement Form. The undersigned Bidder agrees that the unit prices shall govern in checking the Bid, and should a discrepancy exist in the total prices and total amount of Bid as listed above,after extensions are checked and corrections made, if any, the total amount of the Bid as corrected shall be used in awarding the contract. 1 BID FORM The undersigned Bidder agrees that he has been afforded access to the construction site and has performed those independent site investigations as he deemed necessary. The undersigned Bidder hereby certifies the following: A) That this Bid is genuine and is not made in the interest of, or on behalf of, any undisclosed person, firm, or corporation, and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation; B) That he has not directly or indirectly solicited any other Bidder to put in a false or sham Bid; C) That he has not solicited or induced any person, firm, or corporation to refrain from bidding; D) That he has not sought by collusion to obtain for himself any advantage over any other Bidder or over the Owner. E) That he is not currently operating beyond the contract time on any previously awarded public works contract as defined and required by Article 15-50-203, MCA, as amended. The undersigned Bidder(s) either singularly or as a joint venture hereby certifies (certify) pursuant to Article 37-71-203, MCA,that he (they) is (are) duly and regularly licensed. 2 BID FORM BIDDER agrees to perform all the work described in the CONTRACT DOCUMENTS for the following unit prices or lump sums: BID SCHEDULE Schedule 1: General Conditions & sewer renovations work including: replacement of existing sewer main and manholes,reconnections to existing services,site restoration and all related work incidental to construction. Estimated Total Estimated Item Description Unit Unit Price Quantity Price 101 Taxes, Bonds, Insurance L.S. $2,11oo.oa 1 2,`i 00.o 0 102 Mobilization L.S. /T loo.00 1 /S/oo. 00 103 Remove Existing Manhole Each I goo,ou 4 S600.00 104 10" SDR 26 PVC Sewer Main L.F. # gq.00 745 73 75s.oo 105 4' Dia. Basic Manhole 5'-0" Depth Each %000.00 4 /G 0oo,00 106 4' Dia. Additional Manhole Depth V.F. ISO,oro 16.4 t 21 951.00 107 4" SDR 26 Sewer Service Connection Each GAO,00 12 /60.00 108 4" SDR 26 Sewer Service L.F. (, .0o 40 y O.00 109 Bypass Pumping L.S. G Noo.00 1 oo,00 110 Storm Service Reconnection L.S. isoo.00 1 3 300,00 III Asphalt Surface Restoration LF q 3,oo 750 32 2-4Z.oo 112 Traffic Control L.S. 9 10o.00 1 2M.00 113 1 Miscellaneous Work Each $1.00 5,000 $5,000.00 TOTAL SCHEDULE 1 BID $ g 2,S577.o0 Or�2.. hvkAmak e%-1k6 �wv 00//00 (TOTAL SCHEDULE/1 BID - WRITTEN WORDS) BASIS OF AWARD If the contract is awarded,the Owner will award a single Contract in accordance with the Instructions to Bidders. Bidders shall submit a Bid for all bid Schedules on a unit price basis for each item of Work listed as provided and described above. The Owner reserves the right to accept or rej ect the Bids,or portions of the Bids denoted as separate schedules or alternates. The award will be made by the Owner on the basis of that Bid from the lowest responsive, responsible Bidder which, in the Owner's sole and absolute judgment, will best serve the interest of the Owner. The low bidder will be determined on the basis of the lowest Total Combined Schedule 1 Bid. 3 BID FORM The undersigned Bidder acknowledged receipt of the following Addenda,which have been considered in preparation of this Bid: No. ( Dated �1ay 2`�, 2D 17 No. Dated No. Dated No. aL�u Submitted this day of Ay 12017. T� SIGNATURE OF BIDDER: Montana Contractor Registration Number 5-$9 y If an individual: doing business as If a Partnership: by partner ff a Corporation: W i1--Li Av^S C✓IL- DvrS ON Tnrc. (a) Cor vR o v by 4 0- (Seal & Title_ �� Attest) Business Address of Bidder: Zy uc-sl- fAV11 &zC-w"OrrJ, MT— .7111 s- 4 BID FORM Montana License Number and Class If an Individual: doing business as If a Partnership: by Partner If a Corporation: Wt"jAhxs Ctvt L Dtvisioiv Lh� (a) S Corporation by TAYioK 19tcj,1;yeVW 7� 1? (Seal & Title Se cre ." Attest) 5 BID FORM PENAL SUM FORM BID BOND Any singular reference to Bidder, Surety, Owner or other party shall be considered plural where applicable. BIDDER(Name and Address): WILLIAMS CIVIL DIVISION, INC. PO Box 1152 Bozeman,MT 59771 SURETY (Name and Address of Principal Place of Business): Western Surety Company PO Box 5077 Sioux Falls, SD 57117 OWNER(Name and Address): City of Bozeman 20 East Olive Street Bozeman,MT 59718 BID Bid Due Date: May 30th,2017 Description (Project Name and Include Location): 2017 Main and Willson Sewer Renovations Project BOND Bond Number: WCD053017 Date (Not earlier than Bid due date): May 30th,2017 Penal Sum Ten Percent $ 10.00% (Words) (Figures) Surety and Bidder,intending to be legally bound hereby, subject to the terms set forth below,do each cause this Bid Bond to be duly executed by an authorized officer, agent, or representative. BIDDER SURETY WILLIAMS CIVIL DIVISION,INC.(Seal) Western Surely Company(Seal) Bidder's Name and Corporate Seal Sure 's Name and Corporate Seal e— By: By: ' SigAture V Signature( ach Power of Attorney) T Y+4:,2 Inc KG2SfA-1q Dale J.Anderson Print Name Print Name SC-cRLTARy Attorney-In-Fact Title Title Attest: 42 Attest: Signature Signature �f-JU ry Customer Service Agent Title Title Note: Ahove addresses are to he used for giving any required notice. Provide execution by any additional parties, such as joint venturers, if necessary. EJCDC-C-430 Bid Bond(Penal Sum Form) Prepared by the Engineers Joint Contract Documents Committee. Page 1 of 2 PENAL SUM FORM 1. Bidder and Surety,jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to pay to Owner upon default of Bidder the penal sum set forth on the face of this Bond. Payment of the penal sum is the extent of Bidder's and Surety's liability. Recovery of such penal sum under the terms of this Bond shall be Owner's sole and exclusive remedy upon default of Bidder. 2. Default of Bidder shall occur upon the failure of Bidder to deliver within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents. 3. This obligation shall be null and void if: 3.1 Owner accepts Bidder's Bid and Bidder delivers within the time required by the Bidding Documents(or any extension thereof agreed to in writing by Owner)the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents,or 3.2 All Bids are rejected by Owner,or 3.3 Owner fails to issue a Notice of Award to Bidder within the time specified in the Bidding Documents(or any extension thereof agreed to in writing by Bidder and,if applicable,consented to by Surety when required by Paragraph 5 hereof). 4. Payment under this Bond will be due and payable upon default of Bidder and within 30 calendar days after receipt by Bidder and Surety of written notice of default from Owner, which notice will be given with reasonable promptness,identifying this Bond and the Project and including a statement of the amount due. 5. Surety waives notice of any and all defenses based on or arising out of any time extension to issue Notice of Award agreed to in writing by Owner and Bidder,provided that the total time for issuing Notice of Award including extensions shall not in the aggregate exceed 120 days from the Bid due date without Surety's written consent. 6. No suit or action shall be commenced under this Bond prior to 30 calendar days after the notice of default required in Paragraph 4 above is received by Bidder and Surety and in no case later than one year after Bid due date. 7. Any suit or action under this Bond shall be commenced only in a court of competent jurisdiction located in the state in which the Project is located. 8. Notices required hereunder shall be in writing and sent to Bidder and Surety at their respective addresses shown on the face of this Bond. Such notices may be sent by personal delivery, commercial courier, or by United State Registered or Certified Mail, return receipt requested, postage pre-paid, and shall be deemed to be effective upon receipt by the party concerned. 9. Surety shall cause to be attached to this Bond a current and effective Power of Attorney evidencing the authority of the officer,agent, or representative who executed this Bond on behalf of Surety to execute, seal, and deliver such Bond and bind the Surety thereby. 10. This Bond is intended to conform to all applicable statutory requirements. Any applicable requirement of any applicable statute that has been omitted from this Bond shall be deemed to be included herein as if set forth at length. If any provision of the Bond conflicts with any applicable statue, then the provision of said statute shall govern and the remainder of this Bond that is not in conflict therewith shall continue in full force and effect. 11. The term"Bid"as used herein includes a Bid,offer,or proposal as applicable. EJCDC-C-430 Bid Bond(Penal Sum Form) Prepared by the Engineers Joint Contract Documents Committee. Page 2 of 2 Western Surety Company POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents,That WESTERN SURETY COMPANY,a South Dakota corporation,is a duly organized and existing corporation having its principal office in the City of Sioux Falls,and State of South Dakota,and that it does by virtue of the signature and seal herein affixed hereby make,constitute and appoint Dianne L Meinhardt, Dale J Anderson, Timothy G Lightbourne, Stephani L Cordeiro, Individually of Great Falls,MT, its true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign,seal and execute for and on its behalf bonds,undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney,pursuant to the authority hereby given,are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By-Law printed on the reverse hereof,duly adopted,as indicated,by the shareholders of the corporation. In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Vice President and its corporate seal to be hereto affixed on this 13th day of April,2016. Ty„w WESTERN SURETY COMPANY =�mp,loQ`POgq�',t`3t`�`s aWiV �i 2 aul T.Bruflat,Vice President State of South Dakota ss County of Minnehaha On this 13th day of April,2016,before me personally came Paul T.Bruflat,to me known,who,being by me duly sworn,did depose and say: that he resides in the City of Sioux Falls,State of South Dakota;that he is the Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument;that he knows the seal of said corporation;that the seal affixed to the said instrument is such corporate seal;that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority,and acknowledges same to be the act and deed of said corporation. My commission expires ...J.MOHR o eorunauauc June 23,2021 soumoucOTA ,E Y // J.Mohr,Notary Public CERTIFICATE I, L.Nelson,Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force,and further certify that the By-Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this �l i day of a`°A,uAETy�-.,, WESTERN SURETY COMPANY �We�•� lFl yf t =i e*�.`sf AV•'► 4 u�N•opµo�•`. „„„Illlllllllll•", L.Nelson,Assistant Secretary Form F4280-7-2012 Authorizing By-Law ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY This Power of Attorney is made and executed pursuant to and by authority of the following By-Law duly adopted by the shareholders of the Company. Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, and Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds,policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. 3 PENAL SUM FORM 1. Bidder and Surety,jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to pay to Owner upon default of Bidder the penal sum set forth on the face of this Bond. Payment of the penal sum is the extent of Bidder's and Surety's liability. Recovery of such penal sum under the terms of this Bond shall be Owner's sole and exclusive remedy upon default of Bidder. 2. Default of Bidder shall occur upon the failure of Bidder to deliver within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents. 3. This obligation shall be null and void if: 3.1 Owner accepts Bidder's Bid and Bidder delivers within the time required by the Bidding Documents(or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any perfornance and payment bonds required by the Bidding Documents,or 3.2 All Bids are rejected by Owner,or 3.3 Owner fails to issue a Notice of Award to Bidder within the time specified in the Bidding Documents (or any extension thereof agreed to in writing by Bidder and,if applicable,consented to by Surety when required by Paragraph 5 hereof). 4. Payment under this Bond will be due and payable upon default of Bidder and within 30 calendar days after receipt by Bidder and Surety of written notice of default from Owner, which notice will be given with reasonable promptness,identifying this Bond and the Project and including a statement of the amount due. 5. Surety waives notice of any and all defenses based on or arising out of any time extension to issue Notice of Award agreed to in writing by Owner and Bidder, provided that the total time for issuing Notice of Award including extensions shall not in the aggregate exceed 120 days from Bid due date without Surety's written consent. 6. No suit or action shall be commenced under this Bond prior to 30 calendar days after the notice of default required in Paragraph 4 above is received by Bidder and Surety and in no case later than one year after Bid due date. 7. Any suit or action under this Bond shall be commenced only in a court of competent jurisdiction located in the state in which the Project is located. 8. Notices required hereunder shall be in writing and sent to Bidder and Surety at their respective addresses shown on the face of this Bond. Such notices may be sent by personal delivery,commercial courier, or by United States Registered or Certified Mail,return receipt requested,postage pre-paid,and shall be deemed to be effective upon receipt by the party concerned. 9. Surety shall cause to be attached to this Bond a current and effective Power of Attorney evidencing the authority of the officer, agent, or representative who executed this Bond on behalf of Surety to execute, seal, and deliver such Bond and bind the Surety thereby. 10. This Bond is intended to conform to all applicable statutory requirements. Any applicable requirement of any applicable statute that has been omitted from this Bond shall be deemed to be included herein as if set forth at length. If any provision of this Bond conflicts with any applicable statute, then the provision of said statute shall govern and the remainder of this Bond that is not in conflict therewith shall continue in full force and effect. 11. The term"Bid"as used herein includes a Bid, offer, or proposal as applicable. EJCDC C•430 Bid Bond(Penal Sum Form) Prepared by the Engineers Joint Contract Documents Committee. Page 2 of 2 NON-DISCRIMINATION AFFIRMATION FORM W 1 uIM-r> C,,,%L 0k%n s4 o rj [name of entity submitting]hereby affirms it will not discriminate on the basis of race, color,religion,creed, sex,age,marital status,national origin,or because of actual or perceived sexual orientation, gender identity or disability in the performance of work performed for the city of Bozeman,if a contract is awarded to it,and also recognizes the eventual contract,if awarded,will contain a provision prohibiting discrimination as described above and that this prohibition shall apply to the hiring and treatment of the h)t�-►ems C�� 1)wsor•) [name of entity submitting] employees and to all subcontracts it enters into in performance of the agreement with the city of Bozeman. Signature of Bidder: Tav!n�= Person authorized to sign on behalf of the bidder _ 1 I NOTICE OF AWARD f Dated: 1! LAB S 1Dl'1 f TO: Williams Civil Division,Inc. I ADDRESS: 2411 West Main Street,Suite 2,Bozeman,MT 59718 PROJECT: 2017 Main&Willson Sewer Renovations Project CONTRACT FOR:2017 MAIN& WILLSON SEWER RENOVATIONS PROJECT You are notified that your Bid opened on May 30,2017, for the above Contract has been considered. You are the apparent Successful Bidder and have been awarded a Contract for the: 2017 Main & Willson Sewer Renovations Project. The Contract Price of your Contract is: One hundred Eighty Two Thousand Five Hundred Fifty Seven Dollars & 00/100 ($182,557.00). n Four(4)copies of each ofthe proposed Contract Documents(except Drawings)accompany this Notice ofAward. Two (2)sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen(15)days of the date you receive this Notice of Award: 1. You must deliver to the OWNER Four (4) fully executed counterparts of the Agreement including all the Contract Documents and Drawings. G 2. You must deliver with the executed Agreement the Contract Security(Bonds)as specified in the Instruction to E Bidders(Article 20),and the General Conditions(paragraph 5.01). 3. List other conditions precedent: You must deliver with the executed Agreement the Certificates of Insurance as specified in the General Conditions(Article 5)and Supplementary Conditions(paragraphs SC-5.04 and SC-5.06). r Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned,to annul this Notice of Award,and to declare your Bid Security forfeited. Within ten(10)days after you comply with these conditions,OWNER will return to you two fully signed counterpart of H the Agreement with the Contract Documents attached. pCITY OF BOZEMAN,MONTANA ATTEST: 7 (INTERIM CITY MANAG R) (CITY:("+ '� • T DATE: �.��IF S 7OI� ��•.y 1883 •. C , N R TrN C O•�� AGREEMENT FORM THIS AGREEMENT is dated as of the 1-I day of -'ULV in the year 2017, by and between CITY OF BOZEMAN, hereinafter called OWNER, and v aLs-tam$ 6rv/l. hereinafter called CONTRACTOR. VIVIS N OWNER AND CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK. CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The project work is generally described as follows: Sewer renovations in the City of Bozeman including: replacement of existing 8-inch vitrified clay sewer main on North Willson Avenue between West Main Street and West Laraine Street with 745 linear feet of 10-inch PVC sewer main, including: service reconnections and new manholes. The project will also include replacement of an existing sewer manhole at the intersection of Grand and Main Street with a new 48-inch diameter sanitary sewer manhole, site restoration, and all related work incidental to construction. The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: 2017 Main & Willson Sewer Renovations Project, City of Bozeman . Article 2. CONTRACT TIME. 2.1 The Work will be completed within 30 days after the date when the contract time commences to run as provided in the General Conditions. Final payment will be withheld until final completion and acceptance of the Work, as stipulated in this Agreement. 2.2 Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence in this Agreement and that OWNER will suffer financial loss if the Work is not substantially complete within the time specified above,plus any extensions thereof allowed in accordance with the General Conditions. They also recognize the delays, expense and difficulties involved in proving,in a legal or arbitration proceeding,the actual loss suffered by OWNER if the Work is not substantially complete on time. Accordingly,instead of requiring any such proof,OWNER and CONTRACTOR agree that as liquidated damages for delay(but not as a penalty) CONTRACTOR shall pay OWNER five hundred dollars ($ 500.00) for each day that expires after the time specified herein until the Work is substantially complete. Article 3. CONTRACT PRICE. 3.1 OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents the sum(subject to adjustment as provided in the Contract Documents) Of o"C Ht4^opaCD F-j off Y 'rwo ►-/yE ($/ Z S NvlN0Rfi0 FIr✓Ty SEYt%1 Article 4. PAYMENT PROCEDURES. CONTRACTOR shall submit applications for payment in accordance with the General Conditions. Applications for payment will be processed as provided in the General Conditions. 4.1 Progress Payments. OWNER will make progress payments monthly on account of the contract price on the basis of CONTRACTOR'S application for payment as recommended by ENGINEER. All progress payments will be on the basis of the progress of the Work measured by the schedule of values provided for in the General Conditions. 4.1.1 The OWNER may retain five (5) percent of the amount due the CONTRACTOR in accordance with the General Conditions and as outlined herein. 4.2 Final Payment. Upon final completion and acceptance of the Work in accordance with the General Conditions,OWNER shall pay the remainder of the contract price as recommended by ENGINEER. Article 5. INTEREST. All monies not paid when due hereunder shall bear interest at the simple rate established by the Federal Cost of Money Rate commencing at the time of a claim. Article 6. CONTRACTOR'S REPRESENTATIONS. In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1 CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, locality, and with all local conditions and federal, state and local laws, ordinances,rules and regulations that in any manner may affect cost,progress or performance of the Work. 6.2 CONTRACTOR has studied carefully all reports of investigations and tests of subsurface and latent physical conditions at the site or otherwise affecting cost,progress or performance of the Work which were relied upon by ENGINEER in the preparation of the drawings and specifications and which have been identified in the modifications to the General Conditions. 6.3 CONTRACTOR has made or caused to be made examinations,investigations and tests and studies of such reports and related data in addition to those referred to above as he deems necessary for the performance of the Work at the contract price,within the contract time and in accordance with the other terms and conditions of the Contract Documents, and no additional examinations, investigations,tests,reports or similar data are or will be required by CONTRACTOR for such purposes. 6.4 CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.5 CONTRACTOR has given ENGINEER written notice of all conflicts,errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. 6.6 CONTRACTOR hereby affirms it will not discriminate on the basis of race,color,religion, creed, sex, age, marital status, national origin, or because of actual or perceived sexual orientation,gender identity or disability in the performance of work performed for the city of Bozeman. This prohibition shall apply to the hiring and treatment of the CONTRACTOR'S employees and to all subcontracts it enters into in performance of the agreement with the city of Bozeman. Article 7. CONTRACT DOCUMENTS. The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR are attached to this Agreement, made a part hereof and consist of the following: 7.1 This Agreement. 7.2 Exhibits to this Agreement(if any). 7.3 Performance Bond, Payment Bond, and Bid Bond. 7.4 Invitation to Bid. 7.5 Instructions to Bidders and Bid Form. 7.6 Certificate(s) of Insurance. 7.7 General Conditions. 7.8 Supplementary Conditions. 7.9 Wage Rates. 7.10 Special Provisions and Measurement and Payment. 7.11 Montana Public Works Specifications, Sixth Edition,and City of Bozeman Modifications to Montana Public Works Standard Specifications Sixth Edition,March 31,2011 with addenda (by reference). 7.12 Appendices 7.13 Addenda listed on the Bid forms. 7.14 CONTRACTOR'S executed Bid forms. 7.15 Documentation submitted by CONTRACTOR prior to Notice of Award. 7.16 Notice of Award. 7.17 Notice to Proceed. 7.18 Any modification, including Change Orders, duly delivered after execution of Agreement. 7.19 Any Notice of Partial Utilization. 7.20 Notice of Substantial Completion. 7.21 Notices of Final Completion and Acceptance. 7.22 Non-discrimination affirmation form. 7.23 Drawings There are no Contract Documents other than those listed above in this Article 7. The Contract Documents play only be altered, amended or repealed by a modification(as defined in the General Conditions). Article 8. MISCELLANEOUS. 8.1 Terms used in this Agreement which are defined in the General Conditions shall have the meanings indicated in the General Conditions. 8.2 This Agreement and all of the covenants hereof shall inure to the benefit of and be binding upon the OWNER and the CONTRACTOR respectively and his partners, successors, assigns,and legal representatives. Neither the OWNER nor the CONTRACTOR shall have the right to assign, transfer or sublet his interest or obligations hereunder without written consent of the other parry. The OWNER reserves the right to withdraw at any time from any subcontractor where Work has proven unsatisfactory the right to be engaged in or employed upon any part of the Work. 8.3 In the event it becomes necessary for either party to this Agreement to retain an attorney to enforce any of the terms or conditions of this Agreement or to give any notice required herein, then the prevailing parry or the parry giving notice shall be entitled to reasonable attorney's fees and costs. 8.4 Any amendment of modifications of this Agreement or any provisions herein shall be made in writing and executed in the same manner as this original document and shall after execution become a part of this Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. ULL-iAO-S C,v%�L- O,,r,s„ory (CONTRACTOR) �G 'y�►. C By (SEAL &) 1&VjtA yy (ATTEST) Title ftSr-r IV\AtJ W-o2/Sc-Z fkc R (JOINT VENTURE) By (SEAL &) (ATTEST) Title City of Bozeman (O VNER)�� By (CITY MANAGER) (SEAL &) (ATTEST) ��•� APPROVED AS TO FORM: 1883 (CI ) c A%ypdocs\forms\agreefrm.mrg PERFORMANCE BOND Any singular reference to Contractor, Surety,Owner,or other party shall be considered plural where applicable. CONTRACTOR(Name and Address): SURETY (Name, and Address of Principal Place of Business): Williams Civil Division,Inc. Western Surety Company PO Box 1152 PO Box 5077 Bozeman,MT 59771 Sioux Falls,SD 57117 OWNER(Name and Address): City of Bozeman 20 East Olive Street Bozeman,MT 59718 CONTRACT Effective Date of Agreement: Amount: $182,557.00 Description (Name and Location): 2017 Main&Willson Sewer Renovations Project BOND Bond Number: 929614482 Date(Not earlier than Effective Date of Agreement): Jd?msagpa@4i7 ZA1 T/t Amount: $182,557.00 Modifications to this Bond Form: None Surety and Contractor,intending to be legally bound hereby, subject to the terms set forth below,do each cause this Performance Bond to be duly executed by an authorized officer, agent,or representative. CONTRACTOR AS PRINCIPAL SURETY Williams Civil Division,Inc. (Seal) Western Surety Company (Seal) Contractor's Name and Corporate Seal Surety's Name and Corporate Seal By: 1ct.� Ate/ By: �f&N� .v Siign-- re Signature( tach Power of Attorney) I/tYw.2 6i(K6V-9Afq- Dale 1.Anderson Print Name Print Name f RDk--C1— MWP,40 Jae-rmY Attorney-in-Fact Title ,T Title Attest: Attest: C -�-s- SIgnaure Signature Customer Service Agent Title Title Note: Provide execution by additional parties, such as joint venturers, if necessary. EJCDC C-610 Performance Bond Prepared by the Engineers Joint Contract Documents Committee. Page 1 of 3 Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to Owner for the performance of the Contract, which is incorporated herein by reference. 1. If Contractor performs the Contract, Surety and Contractor have no obligation under this Bond,except to participate in conferences as provided in Paragraph 2.1. 2. If there is no Owner Default, Surety's obligation under this Bond shall arise after: 2.1 Owner has notified Contractor and Surety, at the addresses described in Paragraph 9 below, that Owner is considering declaring a Contractor Default and has requested and attempted to arrange a conference with Contractor and Surety to be held not later than 15 days after receipt of such notice to discuss methods of performing the Contract. If Owner, Contractor, and Surety agree, Contractor shall be allowed a reasonable time to perform the Contract, but such an agreement shall not waive Owner's right,if any, subsequently to declare a Contractor Default; and 2.2 Owner has declared a Contractor Default and formally terminated Contractor's right to complete the Contract. Such Contractor Default shall not be declared earlier than 20 days after Contractor and Surety have received notice as provided in Paragraph 2.1; and 2.3 Owner has agreed to pay the Balance of the Contract Price to: 1. Surety in accordance with the terms of the Contract; or 2. Another contractor selected pursuant to Paragraph 3.3 to perform the Contract. 3. When Owner has satisfied the conditions of Paragraph 2, Surety shall promptly, and at Surety's expense, take one of the following actions: 3.1 Arrange for Contractor,with consent of Owner,to perform and complete the Contract;or 3.2 Undertake to perform and complete the Contract itself, through its agents or through independent contractors;or 3.3 Obtain bids or negotiated proposals from qualified contractors acceptable to Owner for a contract for performance and completion of the Contract, arrange for a contract to be prepared for execution by Owner and contractor selected with Owner's concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Contract, and pay to Owner the amount of damages as described in Paragraph 5 in excess of the Balance of the Contract Price incurred by Owner resulting from Contractor Default;or 3.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor, and with reasonable promptness under the circumstances: 1. After investigation, determine the amount for which it may be liable to Owner and, as soon as practicable after the amount is determined,tender payment therefor to Owner;or 2. Deny liability in whole or in part and notify Owner citing reasons therefor. 4. If Surety does not proceed as provided in Paragraph 3 with reasonable promptness, Surety shall be deemed to be in default on this Bond 15 days after receipt of an additional written notice from Owner to Surety demanding that Surety perform its obligations under this Bond,and Owner shall be entitled to enforce any remedy available to Owner. If Surety proceeds as provided in Paragraph 3.4, and Owner refuses the payment tendered or Surety has denied liability, in whole or in part, without further notice Owner shall be entitled to enforce any remedy available to Owner. 5. After Owner has terminated Contractor's right to complete the Contract, and if Surety elects to act under Paragraph 3.1, 3.2, or 3.3 above, then the responsibilities of Surety to Owner shall not be greater than those of Contractor under the Contract, and the responsibilities of Owner to Surety shall not be greater than those of Owner under the Contract. To the limit of the amount of this Bond,but subject to commitment by Owner of the Balance of the Contract Price to mitigation of costs and damages on the Contract, Surety is obligated without duplication for: EJCDC C-610 Performance Bond Prepared by the Engineers Joint Contract Documents Committee. Page 2 of 3 5.1 The responsibilities of Contractor for correction of defective Work and completion of the Contract; 5.2 Additional legal, design professional, and delay costs resulting from Contractor's Default, and resulting from the actions of or failure to act of Surety under Paragraph 3; and 5.3 Liquidated damages, or if no liquidated damages are specified in the Contract, actual damages caused by delayed performance or non-performance of Contractor. 6. Surety shall not be liable to Owner or others for obligations of Contractor that are unrelated to the Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than Owner or its heirs,executors,administrators,or successors. 7. Surety hereby waives notice of any change, including changes of time, to Contract or to related subcontracts,purchase orders, and other obligations. 8. Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the Work or part of the Work is located, and shall be instituted within two years after Contractor Default or within two years after Contractor ceased working or within two years after Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. If the provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 9. Notice to Surety,Owner, or Contractor shall be mailed or delivered to the address shown on the signature page. 10. When this Bond has been furnished to comply with a statutory requirement in the location where the Contract was to be performed,any provision in this Bond conflicting with said statutory requirement shall be deemed deleted herefrom and provisions conforming to such statutory requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory bond and not as a common law bond. 11. Definitions. 11.1 Balance of the Contract Price: The total amount payable by Owner to Contractor under the Contract after all proper adjustments have been made, including allowance to Contractor of any amounts received or to be received by Owner in settlement of insurance or other Claims for damages to which Contractor is entitled, reduced by all valid and proper payments made to or on behalf of Contractor under the Contract. 11.2 Contract: The agreement between Owner and Contractor identified on the signature page, including all Contract Documents and changes thereto. 11.3 Contractor Default: Failure of Contractor,which has neither been remedied nor waived,to perform or otherwise to comply with the terms of the Contract. 11.4 Owner Default: Failure of Owner, which has neither been remedied nor waived, to pay Contractor as required by the Contract or to perform and complete or otherwise comply with the other terms thereof. FOR INFORMATION ONLY—(Name,Address and Telephone) Surety Agency or Broker: Cogswell Insurance Agency,LC,PO Box 2009,Great Falls,MT 59403 (406)761-5000 Owner's Representative(Engineer or other arty): EJCDC C-610 Performance Bond Prepared by the Engineers Joint Contract Documents Committee. Page 3 of 3 PAYMENT BOND Any singular reference to Contractor, Surety, Owner,or other party shall be considered plural where applicable. CONTRACTOR(Name and Address): SURETY (Name, and Address of Principal Place of Williams Civil Division,Inc. Business): PO Box 1152 Western Surety Company Bozeman,MT 59771 PO Box 5077 OWNER (Name and Address): Sioux Falls,SD 57117 City of Bozeman 20 East Olive Street,Bozeman,MT 59718 CONTRACT 14 Or Effective Date of Agreement: -ire-5rN4-7 3Nty ZyTtl 207 Amount: $182,557.00 Description (Name and Location): 2017 Main&Willson Sewer Renovations Project BOND Bond Number: 929614482 Date (Not earlier than Effective Date of Agreement): JvwvQg;-@6t/! roGY ZYTy zo)? Amount: $182,557.00 Modifications to this Bond Form: None Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Payment Bond to be duly executed by an authorized officer, agent,or representative. CONTRACTOR AS PRINCIPAL SURETY Williams Civil Division,Inc. (Seal) Western Surety Company (Seal) Contractor's Name and Corporate Seal Suret 's Name and Corporate Seal By: By. &V� rvxL,,-u-,, Signature Signature tack Power of Attorney) Dale J.Anderson Print Name Print Name Attorney-In-Fact Title Title Attest: Attest: �� ; ',- Signature Signature Customer Service Agent Title Title Note: Provide execution by additional parties, such as joint venturers, if necessary. EJCDC C•615 Payment Bond Prepared by the Engineers Joint Contract Documents Committee. Page 1 of 3 1. Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to Owner to pay for labor, materials, and equipment furnished by Claimants for use in the performance of the Contract,which is incorporated herein by reference. 2. With respect to Owner, this obligation shall be null and void if Contractor: 2.1 Promptly makes payment,directly or indirectly,for all sums due Claimants, and 2.2 Defends, indemnifies, and holds harmless Owner from all claims, demands, liens, or suits alleging non-payment by Contractor by any person or entity who furnished labor, materials, or equipment for use in the performance of the Contract, provided Owner has promptly notified Contractor and Surety (at the addresses described in Paragraph 12) of any claims, demands, liens, or suits and tendered defense of such claims, demands, liens, or suits to Contractor and Surety, and provided there is no Owner Default, 3. With respect to Claimants, this obligation shall be null and void if Contractor promptly makes payment, directly or indirectly,for all sums due. 4. Surety shall have no obligation to Claimants under this Bond until: 4.1 Claimants who are employed by or have a direct contract with Contractor have given notice to Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to Owner, stating that a claim is being made under this Bond and, with substantial accuracy,the amount of the claim. 4.2 Claimants who do not have a direct contract with Contractor: 1. Have furnished written notice to Contractor and sent a copy, or notice thereof, to Owner, within 90 days after having last performed labor or last furnished materials or equipment included in the claim stating, with substantial accuracy, the amount of the claim and the name of the party to whom the materials or equipment were furnished or supplied,or for whom the labor was done or performed; and 2. Have either received a rejection in whole or in part from Contractor, or not received within 30 days of furnishing the above notice any communication from Contractor by which Contractor had indicated the claim will be paid directly or indirectly; and 3. Not having been paid within the above 30 days, have sent a written notice to Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to Owner, stating that a claim is being made under this Bond and enclosing a copy of the previous written notice furnished to Contractor. 5. If a notice by a Claimant required by Paragraph 4 is provided by Owner to Contractor or to Surety,that is sufficient compliance. 6. When a Claimant has satisfied the conditions of Paragraph 4, the Surety shall promptly and at Surety's expense take the following actions: 6.1 Send an answer to that Claimant, with a copy to Owner, within 45 days after receipt of the claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed. 6.2 Pay or arrange for payment of any undisputed amounts. 7. Surety's total obligation shall not exceed the amount of this Bond, and the amount of this Bond shall be credited for any payments made in good faith by Surety. 8. Amounts owed by Owner to Contractor under the Contract shall be used for the performance of the Contract and to satisfy claims, if any, under any performance bond. By Contractor furnishing and Owner accepting this Bond, they agree that all funds earned by Contractor in the performance of the Contract are dedicated to satisfy obligations of Contractor and Surety under this Bond, subject to Owner's priority to use the funds for the completion of the Work. EJCDC C-615 Payment Bond Prepared by the Engineers Joint Contract Documents Committee. Page 2 of 3 9. Surety shall not be liable to Owner, Claimants, or others for obligations of Contractor that are unrelated to the Contract. Owner shall not be liable for payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bond no obligations to make payments to, give notices on behalf of, or otherwise have obligations to Claimants under this Bond. 10. Surety hereby waives notice of any change, including changes of time, to the Contract or to related subcontracts,purchase orders, and other obligations. 11. No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the location in which the Work or part of the Work is located or after the expiration of one year from the date (1) on which the Claimant gave the notice required by Paragraph 4.1 or Paragraph 4.2.3, or (2) on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Contract, whichever of (1) or (2) first occurs. If the provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 12. Notice to Surety, Owner, or Contractor shall be mailed or delivered to the addresses shown on the signature page. Actual receipt of notice by Surety, Owner, or Contractor, however accomplished, shall be sufficient compliance as of the date received at the address shown on the signature page. 13. When this Bond has been furnished to comply with a statutory requirement in the location where the Contract was to be performed,any provision in this Bond conflicting with said statutory requirement shall be deemed deleted herefrom and provisions conforming to such statutory requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory Bond and not as a common law bond. 14. Upon request of any person or entity appearing to be a potential beneficiary of this Bond, Contractor shall promptly furnish a copy of this Bond or shall permit a copy to be made. 15. Definitions 15.1 Claimant: An individual or entity having a direct contract with Contractor, or with a first-tier subcontractor of Contractor, to furnish labor, materials, or equipment for use in the performance of the Contract. The intent of this Bond shall be to include without limitation in the terms "labor, materials or equipment" that part of water, gas, power, light, heat, oil, gasoline, telephone service, or rental equipment used in the Contract, architectural and engineering services required for performance of the Work of Contractor and Contractor's subcontractors, and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials, or equipment were furnished. 15.2 Contract: The agreement between Owner and Contractor identified on the signature page, including all Contract Documents and changes thereto. 15.3 Owner Default: Failure of Owner, which has neither been remedied nor waived, to pay Contractor as required by the Contract, or to perform and complete or otherwise comply with the other terms thereof. FOR INFORMATION ONLY—(Name,Address,and Telephone) Surety Agency or Broker: Cogswell Insurance Agency,LC,PO Box 2009,Great Falls,MT 59403 (406)761-5000 Owner's Representative (Engineer or other): EJCDC C-615 Payment Bond Prepared by the Engineers Joint Contract Documents Committee. Page 3 of 3 Western Surety Company POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents,That WESTERN SURETY COMPANY,a South Dakota corporation,is a duly organized and existing corporation having its principal office in the City of Sioux Falls,and State of South Dakota,and that it does by virtue of the signature and seal herein affixed hereby make,constitute and appoint Dianne L Meinhardt, Dale J Anderson, Timothy G Lightbourne, Stephani L Cordeiro, Individually of Great Falls,MT,its true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign,seal and execute for and on its behalf bonds,undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney,pursuant to the authority hereby given,are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By-Law printed on the reverse hereof,duly adopted,as indicated,by the shareholders of the corporation. In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Vice President and its corporate seal to be hereto affixed on this 13th day of April,2016. "VRET°"�. WESTERN SURETY COMPANY „ r ••O 'Ni4oavoggr� H.... JrPaul T.Bruflat,Vice President State of South Dakota ss County of Minnehaha On this 13th day of April,2016,before me personally came Paul T.Bruflat,to me known,who,being by me duly sworn,did depose and say: that he resides in the City of Sioux Falls,State of South Dakota;that he is the Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument;that he knows the seal of said corporation;that the seal affixed to the said instrument is such corporate seal;that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority,and acknowledges same to be the act and deed of said corporation. My commission expires J.MOHR June 23,2021 1(n�10A SUC Y /) J.Mohr,Notary Public CERTIFICATE I, L.Nelson,Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force,and further certify that the By-Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this day of � VtrF.T h," WESTERN SURETY COMPANY '�olprOQ`Poggl�3o`=_ \`r fAV''Arc •DPM�,a= WIIIIIINIIIIM � L.Nelson,Assistant Secretary Form F4280-7-2012 Authorizing By-Law ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY This Power of Attorney is made and executed pursuant to and by authority of the following By-Law duly adopted by the shareholders of the Company. Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, and Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President,any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. The following document shall be made a part of the contract documents: Montana Public Works Standard Specifications Sixth Edition General Conditions to the Contract Reference M PWSS—Section 0700 Standard General Conditions of the Construction Contract SECTION 00810 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS These Supplementary Conditions to the General Conditions amend or supplement the Standard General Conditions of the Construction Contract (No. C-700, 2007 Edition) and other provisions of the Contract Documents as indicated below. All provisions that are not so amended or supplemented remain in full force and effect. SC -2.01 DELIVERY OF BONDS Add the following to Paragraph: 2.01.A Engineer shall furnish to Contractor six copies of the Agreement and other Contract Documents bound therewith. Contractor shall execute the Agreement, attach executed copies of the required Bonds, Power of Attorney, and Certificate of Insurance and submit all copies to Engineer who will forward them to the Owner. Owner shall execute all copies and return two copies to the Contractor. Owner shall also furnish a counterpart or conformed copy to the Engineer and shall retain three copies. SC —2.03 NOTICE TO PROCEED Delete the first sentence of Paragraph 2.03.A of the General Conditions and insert the following in its place: Following the execution of the Agreement by the Owner and the Contractor, written Notice to Proceed with the Work shall be given by the Owner to the Contractor. The Contract Time will commence to run on the day indicated in the Notice to Proceed. SC - 2.05 BEFORE STARTING CONSTRUCTION Add a new paragraph immediately after paragraph 2.05.A.3 of the General Conditions which is to read as follows: 2.05.A.4 Contractor shall submit a preliminary list of construction equipment with hourly rates, owned or rented by the Contractor and all Subcontractors that will be used in the performance of the Work. The equipment list will include information necessary to confirm the hourly rates per Paragraph 11.01.A.5.c of the General Conditions and these Supplementary Conditions including: make, model, and year of manufacture as well as the horse power, capacity or weight, and accessories. Section 00810-6th Edition Supplementary Conditions to the General Conditions Page 1 of 13 SC-2.07 INITIAL ACCEPTANCE OF SCHEDULES Delete the first paragraph of 2.07.A of the General Conditions in its entirety and insert the following in its place: Prior to the first application for payment all schedules and documents identified in paragraph 2.05.A shall be finalized and acceptable to the Engineer and Owner. No progress payment shall be made to Contractor until acceptable schedules are submitted to Engineer and Owner as provided below. Acceptance of these schedules and documents by either Engineer or Owner will neither impose on Engineer or Owner responsibility for the sequencing, scheduling or progress of the Work and will not interfere with or relieve Contractor froth Contractor's full responsibility therefore. Add the following after Paragraph 2.07.A.3: Contractor's Schedule of Construction Equipment will be acceptable to Engineer as to form and substance if it provides the necessary information to reference the equipment and establish the hourly rates in accordance with paragraph 11.0l.A.S.c. SC - 4.01 AVAILABILITY OF LANDS Add to Paragraph 4.0l.0 of the General Conditions the following: If it is necessary or desirable that the Contractor use land outside of the Owner's easement or right-of-way, the Contractor shall obtain consent from the property owner and tenant of the land. The Contractor shall not enter for materials delivery or occupy for any other purpose with men, tools, equipment, construction materials, or with materials excavated from the site, any private property outside the designated construction easement boundaries or right-of-way without written permission from the property owner and tenant. SC- 4.02- SUBSURFACE AND PHYSICAL CONDITIONS Delete the first sentence of 4.02.A and replace with the following: A. Reports and Drawings: The Special Provisions identify: Delete the reference to Supplementary Conditions in paragraph 4.02.13 and replace with Special Provisions. Section 00810-6th Edition Supplementary Conditions to the General Conditions Page 2 of 13 SC-4.03- DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS Add the following to the end of Paragraphs 4.03.A. Contractor to notify Owner and Engineer in writing about differing subsurface or physical conditions within 15 days of discovery and before disturbing the subsurface as stated above. No claim for an adjustment in the contract price or contract times (or Milestones) will be valid for differing subsurface or physical conditions if procedures of this paragraph 4.03 are not followed. SC- 4.04-UNDERGROUND FACILITIES Add the following new paragraph immediately after Paragraph 4.04.A.2. 3. At least 2 but not more than 10 business days before beginning any excavation, the Contractor shall according to MCA 69-4-501, notify all owners of underground facilities and coordinate the Work with the owners of such underground facilities. The information shown or indicated in the Contract Documents with respect to existing underground facilities is based on information and data obtained from the owners of the facilities without field exploration, and as such, Owner and Engineer are not responsible for the accuracy or completeness of such information or data. SC- 4.06 - HAZARDOUS ENVIORNMENTAL CONDITION AT SITE Change the first sentence of paragraph A to read as follows: A. Reports and Drawings: The Special Provisions identify those reports.......... SC- 5.02 LICENSED SURETIES AND INSURERS Add the following to the end of Paragraph 5.02.A Without limiting any of the other obligations or liabilities of the Contractor, Contractor shall secure and maintain such insurance from an insurance company (or companies) authorized to write insurance in the State of Montana, with minimum "A.M. Best Rating" of A-, VI, as will protect the Contractor, the vicarious acts of subcontractors, the Owner and the Engineer and their agents and employees from claims for bodily injury, or property damage which may arise from operations and completed operations under this Agreement. Contractor shall not commence work under this Agreement until such insurance has been obtained and certificates of insurance, with binders, or certified Section 00810-6th Edition Supplementary Conditions to the General Conditions Page 3 of 13 copies of the insurance policy shall have been filed with the Owner and the Engineer. All insurance coverage shall remain in effect throughout the life of the Agreement, except that the Contractor shall maintain the Commercial General Liability Policy including product and completed operations coverage for a period of at least one year following the substantial completion date for property damage resulting from occurrences during the agreement period. SC-5.04 CONTRACTOR'S LIABILITY INSURANCE Add the following new paragraphs immediately after Paragraph 5.043: C. The limits of liability for the insurance required by Paragraph 5.04 of the General Conditions shall provide coverage for not less than the following amounts or greater where required by Law or Regulations: 1. Workers' Compensation, etc. under Paragraphs 5.04.1 and 5.04.2 of the General Conditions. a. State Statutory b. Applicable Federal (e.g. Longshoremans) Statutory C. Employer's Liability $ 500,000.00 2. Contractor's Liability Insurance under Paragraphs 5.04.A.3 through 5.04. A.6 of the General Conditions which shall also include completed operations and product liability coverage. a. GENERAL AGGREGATE $ 3,000,000.00 b. Products-Completed Operations Aggregate $ 3,000,000.00 C. Personal and Advertising d. Each Occurrence (Bodily Injury and Property Damage) $ 1,000,000.00 e. Coverage will include: 1. Premises - Operations 2. Operations of Independent Contractor 3. Contractual Liability 4. Personal Injury S Products and Completed Operations Section 00810-6th Edition Supplementary Conditions to the General Conditions Page 4 of 13 6. Broad Form Property Damage will include explosion, collapse, blasting and underground where applicable. 7. Per Project Aggregate Endorsement 3. Automobile Liability under Paragraph 5.04.A.6 of the General Conditions: a. Bodily Injures Each Person $ 500,000.00 Each Accident $ 1,000,000.00 Property Damage: Each Accident $1,000,000.00 (or) b. Combined Single Limit $ 1,000,000.00 Coverage to Include 1. All Owned 2. Hired 3. Non-Owned 4. Contractor's Liability Insurance under 5.04.A.3 through 5.04.A.6 may be satisfied by primary insurance or a combination of primary and excess or umbrella insurance. Primary occurrence limit cannot be less than $1,000,000.00. Deductible not to exceed $5,000.00 per occurrence on property damage. 5. Add a new paragraph at the end of Paragraph 5.04.13. 1 of the General Conditions as follows: The Contractor's insurance coverage shall name the Owner, and Engineer and Engineer's Consultants as an additional insured under Commercial General Liability, Automobile Liability, Excess or Umbrella polices. 6. The Contractual Liability coverage required by Paragraph 5.04.13.4. of the General Conditions shall provide coverage for not less than the following amounts: Each Occurrence $ 1,000,000.00 Aggregate $ 3,000,000.00 Section 00810-6th Edition Supplementary Conditions to the General Conditions Page 5 of 13 SC- 5.04.13.5 CANCELATION NOTICE Amend paragraph 5.04.B.5 of the General Conditions by striking out the words "30 days" and replacing them with the words "45 days" and as so amended paragraph 5.04.B.5 remains in effect. SC - 5.06 PROPERTY INSURANCE Delete Article 5.06.A of the General Conditions in its entirety and insert the following in its place: A. Contractor shall purchase and maintain property insurance upon the work at the site in the amount of the full replacement cost thereof (subject to such deductible amounts as may be provided in these Supplementary Conditions or required by Laws and Regulations). This insurance shall: 1. Include the interests of Owner, Contractor, Subcontractors, Sub- Subcontractors Engineer, Engineer's Consultants, and any other persons or entities identified in the Supplementary Conditions, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured; 2. be written on a Builder's Risk "all risk" or open peril or special causes of loss policy form that shall at least include insurance for physical loss and damage to the Work, temporary buildings, false work and materials and equipment in transit and shall insure against at least the following perils or causes of loss: fire, lightning, extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water damage (other than caused by floods), and other perils or causes of loss as may be specifically required by the Supplementary Conditions. 3. include expenses incurred in the repair or replacement of any insured property (including but not limited to the fees and charges of engineers and architects); 4. cover materials and equipment in transit for incorporation in the Work or stored at the site or at another location prior to being incorporated in the Work, provided that such materials and equipment have been included in an Application for Payment recommended by Engineer; and 5. Be endorsed to allow occupancy and partial utilization of the Work by Owner. Section 00810-6th Edition Supplementary Conditions to the General Conditions Page 6 of 13 6. Include testing and start-up; and 7. be maintained in effect until final payment is made unless otherwise agreed to in writing by Owner, Contractor, and Engineer with thirty days written notice to each other additional insured to whom a certificate of insurance has been issued. B. Contractor shall be responsible for any deductible or self-insured retention. C. The policies of insurance required to be purchased and maintained by Contractor in accordance with this Paragraph SC5.06 shall comply with the requirements of Paragraph 5.06.0 of the General Conditions. D. The policies of insurance required to be purchased and maintained by Contractor in accordance with this Article 5.06.A shall comply with the requirements of GC - 5.06. C. The qualifications of the insurance company shall comply with the requirements of SC- 5.02.A. SC-6.02 Working Hours Add the following to Paragraph 6.02.13: Regular working hours are defined as 8:OOAM. To S:OOP.M. Emergency work may be done without prior permission. SC-6.04 PROGRESS SCHEDULE Delete Paragraph 6.04.A.1 of the General Conditions in its entirety and replace with the following: 1. Contractor shall submit to Engineer with each application for payment an updated progress schedule reflecting the amount of work completed and adjustments to future work. Such adjustments will be acceptable to Engineer as providing an o r d e r 1 y progression of the Work to completion within any specified milestones and the Contract Time. No progress payment will be made to Contractor until the updated schedules are submitted to and acceptable to Engineer and Owner. Review and acceptance of progress schedules by the Engineer will neither impose on Engineer responsibility for the sequencing, scheduling or progress of the Work, nor interfere with or relieve Contractor from Contractor's full responsibility therefore. Section 00810-6th Edition Supplementary Conditions to the General Conditions Page 7 of 13 SC- 6.13 SAFETY AND PROTECTION Change Supplementary Conditions in paragraph 6.13.0 to Special Provisions. Add new paragraphs to the end of paragraph 6.13.17 of the General Conditions as follows: G. It is expressly understood by the parties to this Agreement that the Contractor is solely responsible for initiating, maintaining, and supervising safety precautions and programs in connection with the Work. The right of the Owner and Engineer to observe or otherwise review the Work and operations shall not relieve the Contractor from any of his covenants and obligations hereunder. Contractor shall incorporate all safety requirements into his construction progress and work schedules including preconstruction and scheduled monthly safety meetings, posted safety rules, tailgate meetings, and site inspections by safety and other inspectors employed by the Contractor. H. The Contractor shall be responsible for and shall take necessary precautions and provide all material and equipment to protect, shore, brace, support and maintain all underground pipes, conduits, drains, sewers, water mains, gas mains, cables, etc., and other underground construction uncovered in the proximity, or otherwise affected by the construction work performed by him. All pavement, surfacing, driveways, curbs, walks, buildings, grass areas, trees, utility poles or guy wires damaged by the Contractor's operations in the performance of this work shall be repaired and/or replaced to the satisfaction of the Owner, Engineer, and effected property owner at the Contractor's expense. The Contractor shall also b e responsible for all damage to streets, roads, highways, shoulders, ditches, embankments, culverts, bridges, or other public or private property or facility, regardless of location or character, which may be caused by moving, hauling, or otherwise transporting equipment, materials, or men to and from the work or any part of site thereof, whether by him or his subcontractors. The Contractor shall make satisfactory and acceptable arrangements with owner of, or the agency or authority having jurisdiction over, the damaged property or facility concerning its repair or replacement or payment of costs incurred in connection with said damage. I. The Contractor shall conduct his work so as to interfere as little as possible with public travel, whether vehicular or pedestrian. Whenever it is necessary to cross, obstruct, or close roads, driveways, and walks, whether public or private, the Contractor shall obtain approval from the governing party and shall, at his own expense, provide and maintain suitable and safe bridges, detours, and other temporary expedients for the accommodation of public and private drives before interfering with them. The provisions for temporary expedients will not be required when the Contractor has obtained permission from the owner and tenant of the private property, or from the authority having jurisdiction over public property involved, to obstruct traffic at the designated point. Section 00810-6th Edition Supplementary Conditions to the General Conditions Page 8 of 13 J. Safety provisions must be entirely adequate and meet with City or State and Federal regulations to protect the public on these streets and roads. SC- 6.20 INDEMNIFICATION Add a new paragraph immediately after paragraph 6.20.A. of the General Conditions which is to read as follows: While Owner and Engineer may have the right under this Contract to observe or otherwise review the work, progress and operations of the Contractor, it is expressly understood and agreed that such observation shall not relieve the Contractor from any of its covenants and obligations hereunder. SC-9.03 PROJECT REPRESENTATIVE Refer to the Special Provisions for identification of the responsibilities and authority and limitations of the Engineer's Resident Project Representative (if any). SC- 11.01 COST OF THE WORK Delete paragraph 11.01 .A.5.c of the General Conditions in its entirety and insert the following in its place: 11.01. A.5.c The rental of all construction equipment and machinery and parts thereof whether rented from Contractor or rented from others. The cost shall be calculated as follows and will include the costs of transportation, loading, unloading, assembly, dismantling and removal thereof for equipment involved only in the changed portion of the work covered under the cost of the Work method. Transportation, I o a d i n g and assembly costs will not be included for equipment already on the site which is being used for other portions of the Work. The cost of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. Hourly equipment and machinery rates shall be calculated from the Rental Rate Blue Book for Construction Equipment, and the Equipment List submitted according to SC 2.05 and SC 2.07, and as follows: 1. For working equipment, the hourly rate shall be the monthly rental rate divided by 176 hours per month plus the hourly operating cost. 2. For equipment on standby, the hourly rate shall be 50% of the monthly rental rate divided by 176 hours per month, and the hourly operating cost shall not be applied. 3. For specialized equipment rented for a short duration used for change order work or additional work not part of the scope of work bid, the Section 00810-6th Edition Supplementary Conditions to the General Conditions Page 9 of 13 equipment rental rates will be negotiated prior to t h e work being performed. SC-11.03 UNIT PRICE WORK Delete paragraph 11.03.13.1 and 2 of the General Conditions in its entirety and insert the following in its place: 1. the quantity of a particular item of Unit Price Work performed by Contractor differs by more than 25% from the estimated quantity of such item indicated in the Agreement, and 2. the total cost of the particular individual item of Unit Price Work amount's to 10% or more of the Contract Price which is the total sum of all schedules (if any), and SC- 14.02.A APPLICATIONS FOR PAYMENTS Add the following language at the end of paragraph 14.02.A.1 of the General Conditions: Payments for materials in storage shall be based only upon the actual cost of the materials and equipment to Contractor and shall not include any overhead or profit. Bill of Sale, invoice or other document warranting clear title for materials in storage will be waived for the material in storage included in the first progress payment application. However, proof of payment and clear title must be submitted with Application No. 2 for all material included in Application No. 1. Without such documentation amounts paid for materials in storage will be deducted from subsequent payments. Beginning with the second application, all requests for payment for materials in storage shall be accompanied by Bill of Sale, invoice or other document warranting clear title as required above. Add the following to Paragraph 14.02.A.3: In accordance with state law the Owner may accept deposited securities in lieu of cash retainage. Retainage may be used by the Owner to offset costs for any of the losses enumerated in Paragraphs 14.02.B.5.a through 14.02.B.5.d inclusive, 14.02.D.I.a. through 14.02.D.1.d inclusive, or 15.02.C. In addition retainage may be used by the Owner to protect against loss from failure by the Contractor to complete necessary work and to offset any liquidated damages due Owner. Add a new paragraph after paragraph to 14.02.A.3 to read: 4. Each application for progress payment shall be accompanied by Contractor's updated progress schedule, shop drawing schedule, procurement schedule, and other data specified herein or reasonably required by Owner or Engineer. The Owner reserves the right to require submission of monthly certified payrolls by the Contractor. Section 00810-6th Edition Supplementary Conditions to the General Conditions Page 10 of 13 SC -14.02.0 PAYMENT BECOMES DUE Delete Paragraph 14.02.C.1 o f the General Conditions in its entirety and insert the following in its place: 1. The Owner will, upon presentation to him of the Contractor's Application for Payment with Engineer's recommendation, review and act upon said payment request once each month on or about the day of each month stipulated by the Owner at the preconstruction conference. Payment will become due when Owner approves the application for payment and when due, will be paid by Owner to Contractor. SC- 14.02.D.1.c Amend the sentence of Paragraph 14.02.D.1.c to read: ...entitling Owner to a set-off against the amount recommended, including liquidated damages; or... SC-14.03 CONTRACTORS WARRANTY OF TITLE Add the following at the end of Paragraph 14.03.A of the General Conditions: Neither recommendation of any progress payment by Engineer nor payment by the Owner to Contractor, nor any use or occupancy of the Work or any part thereof will release the Contractor from complying with the Contract Documents. Specifically the Contractor shall maintain in accordance with Article 5, property insurance on all Work, materials, and equipment whether incorporated in the project or not and whether included in an application for payment or not, for the hull insurable value thereof. Passing title to Owner for materials and equipment included in an application for payment does not relieve the Contractor of the Contractor's obligation to provide insurance (including property insurance) as required in Article 5 of the General Conditions and these Supplementary Conditions. All insurance shall remain in effect as provided in Article 5. SC- 14.05 PARTIAL UTILIZATION Add the following to Paragraph 14.05.A: Owner has the right to take possession of or use any completed or substantially completed portions of the work at any time, but such taking possession or use will not be deemed an acceptance of any work not completed in accordance with the Contract Documents. Owner's use of any facilities so identified in the Contract Documents will not be grounds for extension of the contract time or change in the contract price. Owner's use of any facilities not specifically identified in the Contract Documents wi 11 be in Section 00810-6th Edition Supplementary Conditions to the General Conditions Page 11 of 13 t Accordance with conditions agreed to prior to such use, and any extra costs or delays in completion incurred and properly claimed by Contractor will be equitably adjusted with a Change Order. Facilities substantially completed in accordance with the Contract Documents which are occupied or used by Owner prior to substantial completion of the entire work will be done in accordance with General Conditions 14.04. Guarantee periods for accepted or substantially completed work including mechanical and electrical equipment will commence upon the start of continuous use by Owner. All tests and instruction of Owner's personnel must be satisfactorily completed, and Owner shall assume responsibility for and operation of all facilities occupied or used except as may arise through portions of work not yet completed by Contractor If the warp has been substantially completed and the Engineer certifies that full completion thereof is materially delayed through no fault of the Contractor, the Owner shall, without terminating the Agreement, make payment of the balance due for the portion of the work, fully completed and accepted. SC- 14.06 FINAL INSPECTION Add the following to Paragraph 14.06.A: After Contractor has remedied all deficiencies to the satisfaction of the Engineer and delivered all construction records, maintenance and operating instructions, schedules, guarantees, bonds, certificates of inspection, and other documents (all as required by the Contract Documents), Owner and Contractor shall be promptly notified in writing by Engineer that the work is acceptable. SC-16.01 DISPUTE RESOLUTION Replace Section 16.01 of the General Conditions with the following: 16.01 Methods and Procedures A. Either Owner or Contractor may request mediation of any Claim submitted to Engineer for a decision under Paragraph 10.05 before such decision becomes final and binding. Notice of the demand for mediation will be filed in writing with the other party to the Agreement and a copy will be sent to Engineer for information. Once the other party receives the request for mediation they must notify the requestor if they desire to participate in mediation. If both parties agree to participate in mediation the parties shall establish mutually agreeable rules to abide by during the mediation process. Owner or Contractor may exercise such rights or remedies as either may otherwise have under the Contract Documents or Laws or Regulations in respect to any dispute that is not agreed upon during mediation. B. Except as provided in paragraph SC-16.02.0 below, no mediation arising of or relating to the Contract Documents shall include by consolidation, joiner, or in any other manner Section 00810-6th Edition Supplementary Conditions to the General Conditions Page 12 of 13 any other person or entity (including Engineer, Engineer's Consultant and the Officers, directors, agents, employees or consultants of any of them) who is not a party to this contract unless: 1. the inclusion of such other individual or entity is necessary if complete relief is to be afforded among those who are already parties to the mediation; and 2. such other individual or entity is substantially involved in a question of law or fact which is common to those who are already parties to the mediation, and which will arise in such proceedings; and 3. the written consent of the other individual or entity sought to be included and of Owner and Contractor has been obtained for such inclusion, which consent shall make specific reference to this paragraph; but no such consent shall constitute consent to mediation of any dispute not specifically described in such consent or to mediation with any party not specifically identified in such consent. C. Notwithstanding paragraph SC-16.0 1.13, if a Claim or counterclaim, dispute or other matter in question between Owner and Contractor involves the Work of a Subcontractor, either Owner or Contractor may join such Subcontractor as a party to the mediation between Owner and Contractor hereunder. Contractor shall include in all subcontracts required by paragraph GC-6.06.G specific provision whereby the Subcontractor consents to being joined in mediation between Owner and Contractor involving work of such Subcontractor. Nothing in this paragraph SC-16.0 1.0 nor in the provision of such subcontract consenting to joiner shall create any claim, right or cause of action in favor of Subcontractor and against Owner, Engineer, or Engineer's Consultants that does not otherwise exist. SC-17.01 GIVING NOTICE Add the following to Paragraph 17.01.A: The mailing address for giving notices to Contractor given in the Agreement is hereby designated as the place to which all notices, letters, and other communication to Contractor will be mailed or delivered. The mailing address for giving notices to Owner given in the Agreement is hereby designated as the place to which all notices, letters, and other communication to Owner shall be mailed or delivered. Either party may change his address at any time by an instrument in writing delivered to Engineer and to other party. END OF SECTION 00810 Section 00810-6th Edition Supplementary Conditions to the General Conditions Page 13 of 13 MONTANA PREVAILING WAGE RATES FOR HEAVY CONSTRUC 110N SERVICES 2017 Effective: January 7, 2017 Steve Bullock, Governor State of Montana Pam Bucy, Commissioner Department of Labor and Industry To obtain copies of prevailing wage rate schedules, or for information relating to public works projects and payment of prevailing wage rates, visit ERD at www.mtwagehourbopa.com or contact: Employment Relations Division Montana Department of Labor and Industry P. O. Box 201503 Helena, MT 59620-1503 Phone 406-444-5600 TDD 406-444-5549 The Labor Standards Bureau welcomes questions, comments, and suggestions from the public. In addition, we'll do our best to provide information in an accessible format, upon request, in compliance with the Americans with Disabilities Act. MONTANA PREVAILING WAGE REQUIREMENTS The Commissioner of the Department of Labor and Industry, in accordance with Sections 18-2-401 and 18-2-402 of the Montana Code Annotated (MCA), has determined the standard prevailing rate of wages for the occupations listed in this publication. The wages specified herein control the prevailing rate of wages for the purposes of Section 18-2-401, et seq., MCA. It is required that each employer pay(as a minimum)the rate of wages, including fringe benefits, travel allowance, zone pay and per diem applicable to the district in which the work is being performed as provided in the attached wage determinations. All Montana Prevailing Wage Rates are available on the internet at www.mtwagehourbopa.com or by contacting the Labor Standards Bureau at (406) 444-5600 or TDD (406) 444-5549. In addition, this publication provides general information concerning compliance with Montana's Prevailing Wage Law and the payment of prevailing wages. For detailed compliance information relating to public works contracts and payment of prevailing wage rates, please consult the regulations on the internet at www.mtwagehourbopa.com or contact the Labor Standards Bureau at(406) 444-5600 or TDD (406) 444-5549. PAM BUCY Commissioner Department of Labor and Industry State of Montana TABLE OF CONTENTS MONTANA PREVAILING WAGE REQUIREMENTS: A. Date of Publication ............................................................................................................................... 3 B. Definition of Heavy Construction ................................................................................................................ 3 C. Definition of Public Works Contract .......................................................................................................... 3 D. Prevailing Wage Schedule ..................................................................................................................... 3 E. Rates to Use for Projects ........................................................................................................................ 3 F. Wage Rate Adjustments for Multiyear Contracts .......................................................................................... 3 G. Fringe Benefits ..................................................................................................................................... 4 H. Dispatch City ........................................................................................................................................ 4 I. Zone Pay ............................................................................................................................................ 4 J. Computing Travel Benefits .................................................................................................................... 4 K. Per Diem ............................................................................................................................................ 4 L. Apprentices ...................................................................................................................................... .. 4 M. Posting Notice of Prevailing Wages .......................................................................................................... 5 N. Employment Preference ......................................................................................................................... 5 O. Projects of a Mixed Nature ............................................................................................................................................ 5 P. Occupations Definitions Website .................................................................................................................................... 5 Q. Welder Rates ............................................................................................................................I....I... 5 R. Foreman Rates ............................................................................................................................... 5 WAGE RATES: BOILERMAKERS ......................................................................................................................................... 6 BRICK, BLOCK,AND STONE MASONS ........................................................................................................... 6 CARPENTERS ............................................................................................................................................ 6 CEMENT MASONS AND CONCRETE FINISHERS ............................................................................................ 6 CONSTRUCTION EQUIPMENT OPERATORS OPERATORS GROUP 1 ............................................................................................................................. 7 OPERATORSGROUP 2 ............................................................................................................................ 7 OPERATORSGROUP 3 ............................................................................................................................ 8 OPERATORSGROUP 4 ............................................................................................................................ 8 OPERATORSGROUP 5 ............................................................................................................................ 8 OPERATORS GROUP 6 ............................................................................................................................ 8 OPERATORSGROUP 7 ............................................................................................................................ 9 CONSTRUCTION LABORERS LABORERSGROUP 1 ............................................................................................................................ 9 LABORERSGROUP 2 .................................................................................................................I.......... 9 LABORERSGROUP 3 ............................................................................................................................ 10 LABORERS GROUP 4 ............................................................................................................................ 10 DIVERS .................................................................................................................................................... 10 DIVERTENDERS ........................................................................................................................................ 11 ELECTRICIANS ............................................................................................................................................................ 11 HEATING AND AIR CONDITIONING ...................................................................................................................................... 11 INSULATION WORKERS-MECHANICAL(HEAT AND FROST) ........................................................................... 12 IRONWORKERS-STRUCTURAL STEEL AND REBAR PLACERS ...................................................................... 12 LINE CONSTRUCTION EQUIPMENT OPERATORS .......................................................................................................................... 12 GROUNDMAN ........................................................................................................................................... 12 LINEMAN .................................................................................................................................................. 13 MILLWRIGHTS ............................................................................................................................................ 13 PAINTERS ............................................................................................................................................................ 13 PILEBUCKS ............................................................................................................................................... 13 PLUMBERS, PIPEFITTERS,AND STEAMFITTERS ............................................................................................ 13 SHEETMETAL WORKERS ........................................................................................................................... 13 TEAMSTERS GROUP 1 (Pilot Car Drivers) ......................................................................................................................... 13 TEAMSTERS GROUP 2 (Truck Drivers) ................................................................................................................ 14 2 A.Date of Publication January 7,2017 ` B.Definition of Heavy Construction I The Administrative Rules of Montana(ARM),24.17.501(4)—(4)(a),states "Heavy construction projects include, but are not limited to, those projects that are not properly classified as either 'building construction', or 'highway construction. Heavy construction projects include, but are not limited to, antenna towers, bridges (major bridges designed for l commercial navigation), breakwaters, caissons (other than building or highway), canals, channels, channel cut-offs, chemical complexes or facilities (other than buildings), cofferdams, coke ovens, dams, demolition (not incidental to construction), dikes, docks, drainage projects, dredging projects, electrification projects(outdoor),fish hatcheries,flood control projects, industrial incinerators (other than building), irrigation projects,jetties, kilns, land drainage(not incidental to other construction), land leveling(not incidental to other construction), land reclamation, levees, locks and waterways, oil refineries(other than buildings),pipe lines,ponds,pumping stations (prefabricated drop-in units—not buildings), railroad construction, reservoirs, revetments, sewage collection and disposal lines, sewers (sanitary, storm, etc.), shoreline maintenance, ski tows, storage tanks, swimming pools (outdoor), subways(other than buildings), tipples, tunnels, unsheltered piers and wharves, viaducts (other than highway), water mains, waterway construction, water supply lines (not incidental to building), water and sewage treatment plants(other than buildings)and wells." C.Definition of Public Works Contract Section 18-2-401(1 1)(a),MCA defines"public works contract"as "...a contractfor construction services let by the state, county, municipality, school district, or political subdivision or for nonconstruction services let by the state, county, municipality, or political subdivision in which the total cost of the contract is in excess of$25,000... . D.Prevailing Wage Schedule This publication covers only Heavy Construction occupations and rates in the specific localities mentioned herein.These rates will remain in effect until superseded by a more current publication. Current prevailing wage rate schedules for Building Construction, Highway Construction and Nonconstruction Services occupations can be found on the internet at www.mtwa-gehourbopa.com or by contacting the Labor Standards Bureau at(406)444-5600 or TDD(406)444-5549. E.Rates to Use for Projects pC ARM,24.17.127(1)(c),states "The wage rates applicable to a particular public works project are those in effect at the time the bid specifications are advertised.' F.Wage Rate Adjustments for Multiyear Contracts Section 18-2-417,MCA states: "(1)Any public works contract that by the terms of the original contract calls for more than 30 months to fully perform must include a provision to adjust, as provided in subsection (2), the standard prevailing rate of wages to be paid to the workers performing the contract. F (2) The standard prevailing rate of wages paid to workers under a contract subject to this section must be adjusted 12 P months after the date of the award of the public works contract. The amount of the adjustment must be a 3%increase. The adjustment must be made and applied every 12 months for the term of the contract. (3)Any increase in the standard rate of prevailing wages for workers under this section is the sole responsibility of the contractor and any subcontractors and not the contracting agency." 3 G.Fringe Benefits Section 18-2-412,MCA states: "(1) To fu011 the obligation...a contractor or subcontractor may: (a)pay the amount of fringe benefits and the basic hourly rate of pay that is part of the standard prevailing rate of wages directly to the worker or employee in cash; (b)make an irrevocable contribution to a trustee or a third person pursuant to a fringe benefit fund,plan, or program that meets the requirements of the Employee Retirement Income Security Act of 1974 or that is a bona fide program approved by the U. S. department of labor; or (c)make payments using any combination of methods set forth in subsections(1)(a)and(1)(b)so that the aggregate of payments and contributions is not less than the standard prevailing rate of wages, including fringe benefits and travel allowances, applicable to the district for the particular type of work being performed. (2) The fringe benefit fund,plan, or program described in subsection (1)(b)must provide benefits to workers or employees for health care,pensions on retirement or death, life insurance, disability and sickness insurance, or bona fide programs that meet the requirements of the Employee Retirement Income Security Act of 1974 or that are approved by the U. S. department of labor." Fringe benefits are paid for all hours worked(straight time and overtime hours). However,fringe benefits are not to be considered a part of the hourly rate of pay for calculating overtime,unless there is a collectively bargained agreement in effect that specifies otherwise. H.Dispatch City ARM,24.17.103(11),defines dispatch city as "...the courthouse in the city from the following list which is closest to the center of the job:Billings, Bozeman, Butte, Great Falls, Helena, Kalispell, and Missoula." I.Zone Pay Zone pay is not travel pay. ARM,24.17.103(24),defines zone pay as "...an amount added to the base pay; the combined sum then becomes the new base wage rate to be paid for all hours worked on the project.Zone pay must be determined by measuring the road miles one way over the shortest practical maintained route from the dispatch city to the center of the job." See section H above for a list of dispatch cities. J. Computing Travel Benefits ARM,24.17.103(22),states " `Travel pay,'also referred to as 'travel allowance,'is and must be paid for travel both to and from the job site, except those with special provisions listed under the classification. The rate is determined by measuring the road miles one direction over the shortest practical maintained route from the dispatch city or the employee's home, whichever is closer, to the center of the job." See section H above for a list of dispatch cities. K.Per Diem ARM,24.17.103(18),states " 'Per diem'typically covers costs associated with board and lodging expenses. Per diem is paid when an employee is required to work at a location outside the daily commuting distance and is required to stay at that location overnight or longer." L.Apprentices Wage rates for apprentices registered in approved federal or state apprenticeship programs are contained in those programs. Additionally, Section 18-2-416(2),MCA states, .....The full amount of any applicable fringe benefits must be paid to the apprentice while the apprentice is working on the public works contract." Apprentices not registered in approved federal or state apprenticeship programs will be paid the appropriate journey level prevailing wage rate when working on a public works contract. 4 M.Posting Notice of Prevailing Wages Section 18-2-406,MCA,provides that contractors,subcontractors,and employers who are "...performing work or providing construction services under public works contracts, as provided in this part, shall post in a prominent and I accessible site on the project or staging area, not later than the first day of work and continuing for the entire duration of I the project, a legible statement of all wages and fringe benefits to be paid to the employees." N.Employment Preference I Sections 18-2-403 and 18-2-409,MCA require contractors to give preference to the employment of bona fide Montana residents in the performance of work on public works contracts. O.Projects of a Mixed Nature Section 18-2-408,MCA states: "(1) The contracting agency shall determine, based on the preponderance of labor hours to be worked, whether the public works construction services project is classified as a highway construction project, a heavy construction project, or a building construction project. (2) Once the project has been classified, employees in each trade classification who are working on that project must be paid at the rate for that project classification" P. Occupations Definitions You can find definitions for these occupations on the following Bureau of Labor Statistics website: http://www.bls.gov/oes/current/oes stru.htm Q.Welder Rates Welders receive the rate prescribed for the craft performing an operation to which welding is incidental. R. Foreman Rates Rates are no longer set for foremen. However,if a foreman performs journey level work,the foreman must be paid at least the journey level rate. f I �I f i i 'i 5 WAGE RATES BOILERMAKERS Wage Benefit Travel: $30.25 $30.30 0-120 mi. free zone >120 mi. federal mileage rate/mi. Duties Include: Construct, assemble, maintain, and repair stationary Special Provision: steam boilers, boiler house auxiliaries, process vessels, Travel is paid only at the beginning and end of the job. pressure vessels and penstocks. Bulk storage tanks and bolted steel tanks. Per Diem: 0-70 mi. free zone >70-120 mi. $55.00/day >120 mi. $70.00/day T Back to Table of Contents BRICK, BLOCK, AND STONE MASONS Wage Benefit Travel: $31.07 $13.90 0-20 mi. free zone >20-35 mi. $30.00/day >35-55 mi. $35.00/day >55 mi. $65.00/day T Back to Table of Contents CARPENTERS Wage Benefit Zone Pay: $29.00 $11.82 0-30 mi. free zone >30-60 mi. base pay+$4.00/hr. >60 mi. base pay+ $6.00/hr. T Back to Table of Contents CEMENT MASONS AND CONCRETE FINISHERS Wage Benefit Zone Pay: $21.73 $10.51 0-30 mi. free zone >30-60 mi. base pay+$2.95/hr. Duties Include: >60 mi. base pay+$4.75/hr. Smooth and finish surfaces of poured concrete, such as floors, walks, sidewalks, or curbs. Align forms for sidewalks, curbs, or gutters. T Back to Table of Contents 6 CONSTRUCTION EQUIPMENT OPERATORS GROUP 1 Wage Benefit Zone Pay: $25.41 $12.05 0-30 mi. free zone >30-60 mi. base pay+$3.50/hr. This group includes but is not limited to: >60 mi. base pay+$5.50/hr. Air Compressor;Auto Fine Grader; Belt Finishing; Boring Machine (Small); Cement Silo; Crane,A-Frame Truck Crane; Crusher Conveyor; DW-10, 15, and 20 Tractor Roller; Farm Tractor; Forklift; Form Grader; Front-End Loader, under 1 cu. yd; Oiler, Heavy Duty Drills; Herman Nelson Heater; Mucking Machine; Oiler, All Except Cranes/Shovels; Pumpman. j Back to Table of Contents CONSTRUCTION EQUIPMENT OPERATORS GROUP 2 Wage Benefit Zone Pay: $26.20 $12.05 0-30 mi. free zone >30-60 mi. base pay+$3.50/hr. This group includes but is not limited to: >60 mi. base pay+$5.50/hr. Air Doctor; Backhoe\Excavator\Shovel, up to and incl. 3 cu. yds; Bit Grinder; Bitunimous Paving Travel Plant; Boring Machine, Large; Broom, Self-Propelled; Concrete Travel Batcher; Concrete Float&Spreader; Concrete Bucket Dispatcher; Concrete Finish Machine; Concrete Conveyor; Distributor; Dozer, Rubber-Tired, Push, & Side Boom; Elevating Grader\Gradall; Field Equipment Serviceman; Front-End Loader, 1 cu. yd up to and incl. 5 cu. yds; Grade Setter; Heavy Duty Drills,All Types; Hoist\Tugger, All; Hydralift Forklifts& Similar; Industrial Locomotive; Motor Patrol (except finish); Mountain Skidder; Oiler, Cranes\Shovels; Pavement Breaker, EMSCO; Power Saw, Self-Propelled; Pugmill; Pumperete\Grout Machine; Punch Truck; Roller, other than Asphalt; Roller, Sheepsfoot(Self-Propelled); Roller, 25 tons and over; Ross Carrier; Rotomill, under 6 ft; Trenching Machine; Washing/Screening Plant j Back to Table of Contents 7 CONSTRUCTION EQUIPMENT OPERATORS GROUP 3 Wage Benefit Zone Pay: $27.95 $12.05 0-30 mi. free zone >30-60 mi. base pay+ $3.50/hr. This group includes but is not limited to: >60 mi. base pay+$5.50/hr. Asphalt Paving Machine;Asphalt Screed; Backhoe\Excavator\Shovel, over 3 cu. yds; Cableway Highline; Concrete Batch Plant; Concrete Curing Machine; Concrete Pump; Cranes, Creter; Cranes, Electric Overhead; Cranes, 24 tons and under; Curb Machine\Slip Form Paver; Finish Dozer; Front-End Loader, over 5 cu. yds; Mechanic\Welder; Pioneer Dozer; Roller Asphalt(Breakdown & Finish); Rotomill, over 6 ft; Scraper, Single, Twin, or Pulling Belly-Dump; YO-YO Cat. T Back to Table of Contents CONSTRUCTION EQUIPMENT OPERATORS GROUP 4 Wage Benefit Zone Pay: $28.95 $12.05 0-30 mi. free zone >30-60 mi. base pay+ $3.50/hr. This group includes but is not limited to: >60 mi. base pay+$5.50/hr. Asphalt\Hot Plant Operator; Cranes, 25 tons up to and incl. 44 tons; Crusher Operator; Finish Motor Patrol; Finish Scraper. T Back to Table of Contents CONSTRUCTION EQUIPMENT OPERATORS GROUP 6 Wage Benefit Zone Pay: $29.95 $12.05 0-30 mi. free zone >30-60 mi. base pay+ $3.50/hr. This group includes but is not limited to: >60 mi. base pay+$5.50/hr. Cranes, 45 tons up to and incl. 74 tons. T Back to Table of Contents CONSTRUCTION EQUIPMENT OPERATORS GROUP 6 Wage Benefit Zone Pay: $30.95 $12.05 0-30 mi. free zone >30-60 mi. base pay+ $3.50/hr. This group includes but is not limited to: >60 mi. base pay+$5.50/hr. Cranes, 75 tons up to and incl. 149 tons; Cranes, Whirley(All). T Back to Table of Contents 8 CONSTRUCTION EQUIPMENT OPERATORS GROUP 7 Wage Benefit Zone Pay: $31.95 $12.05 0-30 mi. free zone >30-60 mi. base pay+ $3.50/hr. This group includes but is not limited to: >60 mi. base pay+$5.50/hr. Cranes, 150 tons up to and incl. 250 tons; Cranes, over 250 tons—add $1.00 for every 100 tons over 250 tons; Crane, Tower(All); Crane Stiff-Leg or Derrick; Helicopter Hoist. T Back to Table of Contents CONSTRUCTION LABORERS GROUP 1/FLAG PERSON FOR TRAFFIC CONTROL Wage Benefit Zone Pay: $21.58 $8.69 0-30 mi. free zone >30-60 mi. base pay+$3.05/hr. >60 mi. base pay+$4.85/hr. T Back to Table of Contents CONSTRUCTION LABORERS GROUP 2 Wage Benefit Zone Pay: $24.40 $8.69 0-30 mi. free zone >30-60 mi. base pay+$3.05/hr. This group includes but is not limited to: >60 mi. base pay+$4.85/hr. General Labor;Asbestos Removal; Burning Bar; Bucket Man; Carpenter Tender; Caisson Worker; Cement Mason Tender; Cement Handler(dry); Chuck Tender; Choker Setter; Concrete Worker; Curb Machine-lay Down; Crusher and Batch Worker; Heater Tender; Fence Erector; Landscape Laborer; Landscaper; Lawn Sprinkler Installer; Pipe Wrapper; Pot Tender; Powderman Tender; Rail and Truck Loaders and Unloaders; Riprapper; Sign Erection; Guardrail and Jersey Rail; Spike Driver; Stake Jumper; Signalman; Tail Hoseman; Tool Checker and Houseman and Traffic Control Worker. T Back to Table of Contents 9 CONSTRUCTION LABORERS GROUP 3 Wage Benefit Zone Pay: $24.54 $8.69 0-30 mi. free zone >30-60 mi. base pay+ $3.05/hr. This group includes but is not limited to: >60 mi. base pay+$4.85/hr. Concrete Vibrator; Dumpman (Grademan); Equipment Handler; Geotextile and Liners; High-Pressure Nozzleman; Jackhammer(Pavement Breaker) Non- Riding Rollers; Pipelayer; Posthole Digger(Power); Power Driven Wheelbarrow; Rigger; Sandblaster; Sod Cutter-Power and Tamper. t Back to Table of Contents CONSTRUCTION LABORERS GROUP 4 Wage Benefit Zone Pay: $25.26 $8.69 0-30 mi. free zone >30-60 mi. base pay+$3.05/hr. This group includes but is not limited to: >60 mi. base pay+$4.85/hr. Hod Carrier'; Water Well Laborer; Blaster; Wagon Driller; Asphalt Raker; Cutting Torch; Grade Setter; ***Hod Carriers will receive the same amount of travel High-Scaler; Power Saws (Faller& Concrete) and/or subsistence pay as bricklayers when requested to Powderman; Rock& Core Drill; Track or Truck Mounted travel. Wagon Drill and Welder incl. Air Arc. t Back to Table of Contents DIVERS Wage Benefit Zone Pay: Stand-By $38.16 $14.52 0-30 mi. free zone Diving $76.32 $14.52 >30-60 mi. base pay+$4.00/hr. >60 mi. base pay+ $6.00/hr. Depth Pay (Surface Diving) 0-20 ft. free zone >20-100 ft. $2.00 per ft. >100-150 ft. $3.00 per ft. >150-220 ft. $4.00 per ft. >220 ft. $5.00 per ft. Diving In Enclosures 0-25 ft. free zone >25-300 ft. $1.00 per ft. t Back to Table of Contents 10 DIVER TENDERS Wage Benefit Zone Pay: $37.16 $14.52 0-30 mi. free zone >30-60 mi. base pay+$4.00/hr. The tender shall receive 2 hours at the straight time pay >60 mi. base pay+$6.00/hr. rate per shift for dressing and/or undressing a Diver when work is done under hyperbaric conditions. T Back to Table of Contents ELECTRICIANS Wage Benefit Travel: $32.74 $13.45 No mileage due when traveling in employer's vehicle. The following travel allowance is applicable when traveling in employee's vehicle: 0-18 mi. free zone >18-60 mi. federal mileage rate/mi. >60 mi. $75.00/day T Back to Table of Contents HEATING AND AIR CONDITIONING Wage Benefit Travel: $28.04 $17.38 0-50 mi.free zone >50 mi. Duties Include: ■ $0.25/mi. in employer vehicle. Testing and balancing, commissioning and retro- M $0.65/mi. in employee vehilcle. commissioning of all air-handling equipment and duct work. Per Diem: $65/day T Back to Table of Contents 11 INSULATION WORKERS -MECHANICAL (HEAT AND FROST) Wage Benefit Travel: $34.17 $19.47 0-30 mi. free zone >30-40 mi. $20.00/day Duties Include: >40-50 mi. $30.00/day Insulate pipes, ductwork or other mechanical systems. >50-60 mi. $40.00/day >60 mi. $45.00/day plus ■ $0.56/mi. if transportation is not provided. ■ $0.20/mi. if in company vehicle. >60 mi. $80.00/day on jobs requiring an overnight stay plus • $0.56/mi. if transportation is not provided. ■ $0.20/mi if in company vehicle. T Back to Table of Contents IRONWORKERS -STRUCTURAL STEEL AND REBAR PLACERS Wage Benefit Travel: $27.25 $23.16 0-45 mi. free zone >45-85 mi. $55.00/day Duties Include: >85 mi. $85.00/day Structural steel erection; assemble prefabricated metal buildings; cut, bend, tie, and place rebar; energy producing windmill type towers; metal bleacher seating; handrail fabrication and ornamental steel. T Back to Table of Contents LINE CONSTRUCTION—EQUIPMENT OPERATORS Wage Benefit Zone Pay: $33.27 $14.71 No Free Zone $60.00/day Duties Include: All work on substations T Back to Table of Contents LINE CONSTRUCTION—GROUNDMAN Wage Benefit Zone Pay: $25.98 $13.31 No Free Zone $60.00/day Duties Include: All work on substations T Back to Table of Contents 12 LINE CONSTRUCTION— LINEMAN Wage Benefit Zone Pay: $43.43 $15.30 No Free Zone Duties Include: $60.00/day All work on substations T Back to Table of Contents MILLWRIGHTS Wage Benefit Zone Pay: $32.00 $11.82 0-30 mi. free zone >30-60 mi. base pay+$4.00/hr. >60 mi. base pay + $6.00/hr. T Back to Table of Contents PAINTERS Wage Benefit Travel: $25.05 $16.72 No mileage due when traveling in employer's vehicle. The following travel allowance is applicable when traveling in employee's vehicle.- No free zone. $0.60/m i. Per Diem: $80.00/day T Back to Table of Contents 12 PILE BUCKS Wage Benefit Zone Pay: $29.00 $11.82 0-30 mi. free zone >30-60 mi. base pay+$4.00/hr. Duties Include: >60 mi. base pay+$6.00/hr. Set up crane; set up hammer; weld tips on piles; set leads; insure piles are driven straight with the use of level or plum bob. Give direction to crane operator as to speed, and direction of swing. Cut piles to grade. r Back to Table of Contents PLUMBERS, PIPEFITTERS, AND STEAMFITTCRS Wage Benefit Travel: $35.66 $16.86 0-70 free zone >70 mi. Duties Include: ■ On jobs when employees do not work Assemble, install, alter, and repair pipe-lines or pipe consecutive days: $0.55/mi. if employer doesn't systems that carry water, steam, air, other liquids or provide transportation. Not to exceed two trips. gases. Testing of piping systems, commissioning and retro-commissioning. Workers in this occupation may ■ On jobs when employees work any number of also install heating and cooling equipment and consecutive days: $100.00/day if employer mechanical control systems. doesn't provide transportation. I Back to Table of Contents SHEET METAL WORKERS Wage Benefit Travel: $28.04 $17.38 0-50 mi. free zone >50 mi. Duties Include: E $0.25/mi. in employer vehicle Testing and balancing, commissioning and retro- 0 $0.65/mi. in employee vehicle commissioning of all air-handling equipment and duct work. Manufacture, fabrication, assembling, installation, Per Diem: dismantling, and alteration of all HVAC systems, air $65.00/day veyer systems, and exhaust systems. All lagging over insulation and all duct lining. Metal roofing. T Back to Table of Contents TEAMSTERS GROUP 1 (Pilot Car Drivers) No Rate Established j Back to Table of Contents 13 TEAMSTERS GROUP 2 (Truck Drivers) No Rate Established This group includes but is not limited to: Combination Truck and Concrete Mixer and Transit Mixer; Dry Batch Trucks; Distributor Driver; Dumpman; Dump Trucks and similar equipment; Dumpster; Flat Trucks; Lumber Carriers; Lowboys; Pickup; Powder Truck Driver; Power Boom; Serviceman; Service Truck/Fuel Truck/Tireperson; Truck Mechanic; Trucks with Power Equipment;Warehouseman, Partsman, Cardex and Warehouse Expeditor; Water Trucks. j Back to Table of Contents NOTICE OF AWARD Dated: TO: ADDRESS: PROJECT: CONTRACT FOR:2017 Main&Willson Sewer Renovations Project You are notified that your Bid opened on ,for the above Contract has been considered. You are the apparent Successful Bidder and have been awarded a Contract for the: 2017 Main & Willson Sewer Renovations Project. The Contract Price of your Contract is: Dollars Four(4)copies of each of the proposed Contract Documents(except Drawings)accompany this Notice ofAward. Two (2)sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen(15)days of the date of this Notice of Award, that is,by 1. You must deliver to the OWNER Four (4) fully executed counterparts of the Agreement including all the Contract Documents and Drawings. 2. You must deliver with the executed Agreement the Contract Security(Bonds)as specified in the Instruction to Bidders(Article 20),and the General Conditions(paragraph 5.01). 3. List other conditions precedent: You must deliver with the executed Agreement the Certificates of Insurance as specified in the General Conditions(Article 5)and Supplementary Conditions(paragraphs SC-5.04 and SC-5.06). Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned,to annul this Notice of Award,and to declare your Bid Security forfeited. Within ten(10)days after you comply with these conditions,OWNER will return to you two fully signed counterpart of the Agreement with the Contract Documents attached. CITY OF BOZEMAN,MONTANA ATTEST: BY: BY: (CITY MANAGER) (CITY CLERK) DATE: Notice to Proceed Date: Project: Owner: Owner's Contract No.: Contract: Engineer's Project No.: Contractor: Contractor's Address:[send Certified Mail,Return Receipt Requested] You are notified that the Contract Times under the above Contract will commence to run on On or before that date, you are to start performing your obligations under the Contract Documents. In accordance with Article 4 of the Agreement, the date of Substantial Completion is , and the date of readiness for final payment is [(or) the number of days to achieve Substantial Completion is , and the number of days to achieve readiness for final payment is Before you may start any Work at the Site, Paragraph 2.01.B of the General Conditions provides that you and Owner must each deliver to the other (with copies to Engineer and other identified additional insureds and loss payees) certificates of insurance which each is required to purchase and maintain in accordance with the Contract Documents. Also,before you may start any Work at the Site,you must: [add other requirements]. Owner Given by: Authorized Signature Title Date Copy to Engineer EJCDC C-550 Notice to Proceed Prepared by the Engineers Joint Contract Documents Committee and endorsed by the Construction specifications Institute. Page 1 of 1 MONTHLY PAY ESTIMATE SUMMARY Date 2017 Main &Willson Sewer Renovations Project City of Bozeman, Montana Estimate No._- to 12017 DESCRIPTION AMOUNTS THIS MONTH PREVIOUS TO DATE Earnings for Work& Materials Installed: $0.00 $0.00 $0.00 Plus 100% of Invoice for Materials Stored: $0.00 $0.00 $0.00 Less Materials Used: $0.00 $0.00 $0.00 Subtotal: $0.00 $0.00 $0.00 5% Retainage: $0.00 $0.00 $0.00 Net Earnings: $0.00 $0.00 $0.00 Less 1% Gross Receipts Tax: $0.00 $0.00 $0.00 Gross Payment: $0.00 $0.00 $0.00 Less Previous Payments: $0.00 Net Payment this Estimate: $0.00 $0.00 Percent Time Elapsed: #VALUE! Work Done Based on Installed Cost: #DIV/0! Contract Completion Data: Notice to Proceed Date: Original Contract Completion Time (dy): 90 Stop/Resume Work Orders (dy): 0 Approved Time Extensions (dy): 0 New Contract Completion Time (dy): 90 Contract Completion Date: 3/30/1900 Contract Cost Data: Amount of Original Contract: $0.00 Approved Changes: $0.00 Revised Amount: $0.00 Approved by (Contractor). Approved by City of Bozeman (Owner): Field Order No. Date of Issuance: Effective Date: Project: Owner: Owner's Contract No.: Contract: Date of Contract: Contractor: Engineer's Project No.: Attention: You are hereby directed to promptly execute this Field Order issued in accordance with General Conditions Paragraph 9.04.A, for minor changes in the Work without changes in Contract Price or Contract Times. If you consider that a change in Contract Price or Contract Times is required,please notify the Engineer immediately and before proceeding with this Work. Reference: (Specification Section(s)) (Drawing(s)/Detail(s)) Description: Attachments: Engineer: Receipt Acknowledged by Contractor: Date: Copy to Owner EJCDC C-942 Field Order Prepared by the Engineers Joint Contract Documents Committee and endorsed by the Construction Specifications Institute. Page 1 of 1 Certificate of Substantial Completion Project: Owner: Owner's Contract No.: Contract: Engineer's Project No.: This [tentative] [definitive] Certificate of Substantial Completion applies to: ❑All Work under the Contract Documents: ❑The following specified portions of the Work: Date of Substantial Completion The Work to which this Certificate applies has been inspected by authorized representatives of Owner, Contractor, and Engineer, and found to be substantially complete. The Date of Substantial Completion of the Project or portion thereof designated above is hereby declared and is also the date of commencement of applicable warranties required by the Contract Documents,except as stated below. A [tentative] [definitive] list of items to be completed or corrected is attached hereto. This list may not be all-inclusive, and the failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. The responsibilities between Owner and Contractor for security,operation,safety,maintenance, heat,utilities,insurance and warranties shall be as provided in the Contract Documents except as amended as follows: ❑Amended Responsibilities ❑Not Amended Owner's Amended Responsibilities: Contractor's Amended Responsibilities: EJCDC C-625 Certificate of Substantial Completion Prepared by the Engineers Joint Contract Documents Committee and endorsed by the Construction Specifications Institute. Page 1 of 2 The following documents are attached to and made part of this Certificate: This Certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a release of Contractor's obligation to complete the Work in accordance with the Contract Documents. Executed by Engineer Date Accepted by Contractor Date Accepted by Owner Date EJCDC C-625 Certificate of Substantial Completion Prepared by the Engineers Joint Contract Documents Committee and endorsed by the Construction Specifications Institute. Page 2 of 2 Work Change Directive No. Date of Issuance: Effective Date: Project: Owner:City of Bozeman Owner's Contract M Contract: Date of Contract: Contractor: Engineer's Project M You are directed to proceed promptly with the following change(s): Item No. Description Attachments(list documents supporting change): Purpose for Work Change Directive: Authorization for Work described herein to proceed on the basis of Cost of the Work due to: Nonagreement on pricing of proposed change. 0 Necessity to expedite Work described herein prior to agreeing to changes on Contract Price and Contract Time. F—1 Other: Estimated change in Contract Price and Contract Times: Contract Price$ (increase/decrease) Contract Time (increase/decrease) If the change involves an increase,the estimated amounts are not to be exceeded without further authorization. Recommended for Approval by Engineer: Date: Authorized by Owner: Date: Accepted for Contractor by: Date: Approved by Funding Agency(if applicable): Date: CHANGE ORDER No. DATE OF ISSUANCE EFFECTIVE DATE OWNER CONTRACTOR Contract: Project: OWNER's Contract No. ENGINEER ENGINEER's Contract No. You are directed to make the following changes in the Contract Documents: Description: Reason for Change Order: Attachments: (List documents supporting change) CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price Original Contract Times: Substantial Completion: $ Ready for final payment: (days or dates Net Increase (Decrease) from previous Change Net change from previous Change Orders No._to Orders No. to No._ Substantial Completion: $ Ready for final payment: (days) Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial Completion: $ Ready for final payment: (days or dates Net increase(decrease)of this Change Order: Net increase(decrease)this Change Order: Substantial Completion: $ Ready for final payment: (days) Contract Price with all approved Change Orders: Contract Times with all approved Change Orders: Substantial Completion: $ Ready for final payment: (days or dates) Contractor certifies and agrees that there are no additional costs or claims for extra work, additional time, delays or omitted items, of any nature whatsoever, associated with the subject change order items,except as identified and set forth herein and unless expressly stated otherwise in the Change Order. And further,that the price agreed-upon herein represents the full cost and value for the subject work performed and the materials supplied under the terms of the contract and that the work quantities and value were properly determined and are correct. CONTRACTOR(Authorized Signature) Date RECOMMENDED BY: APPROVED BY: (ENGINEER- Signature) Date 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 R:\Dropzones\Kel1en\2017 Sewer-Willson&Main\Spec Book\16-COB Change Order Form.doc CHANGE ORDER INSTRUCTIONS A. GENERAL INFORMATION This document was developed to provide a uniform format for handling contract changes that affect Contract Price or Contract Times. Changes that have been initiated by a Work Change Directive must be incorporated into a subsequent Change Order if they affect Price or Times. Changes that affect Contract Price or Contract Times should be promptly covered by a Change Order. The practice of accumulating Change Orders to reduce the administrative burden may lead to unnecessary disputes. If Milestones have been listed in the Agreement, any effect of a Change Order thereon should be addressed. For supplemental instructions and minor changes not involving a change in the Contract Price or Contract Times,a Field Order should be used. B. COMPLETING THE CHANGE ORDER FORM Engineer normally initiates the form, including a description of the changes involved and attachments based upon documents and proposals submitted by Contractor, or requests from Owner, or both. Once Engineer has completed and signed the form, all copies should be sent to Owner or Contractor for approval, depending on whether the Change Order is a true order to the Contractor or the formalization of a negotiated agreement for a previously performed change. After approval by one contracting party, all copies should be sent to the other party for approval. Engineer should make distribution of executed copies after approval by both parties. If a change only applies to price or to times, cross out the part of the tabulation that does not apply. Page 2 of 2 RADropzones\Ke11en\2017 Sewer-Willson&Main\Spec Book\16-COB Change Order Form.doc ORDER TO CONTRACTOR TO SUSPEND WORK Federal/State Project Number Suspend Work Order No. DATE: City of Bozeman Project Number TO: PROJECT AND LOCATION OWNER: By reason of which renders it impracticable for you to secure specified results on the work required by your contract,you are hereby directed to suspend work(minor operations excepted), at the close of work on You will resume major operations only when authorized to do so in writing by a Resume Work Order. Under the terms of your contract for the above subject project, Contract Time will (will not)continue to be charged during the period work is suspended. (See General Conditions, Articles 12 and 15 and applicable Supplementary Conditions). calendar days are allowed to complete this project and calendar days have been allowed for approved extra and/or additional work. At the close of work on the date specified above, of the calendar days have been used and there remain calendar days in which to complete the contract. Please sign all five copies in the space provided and return them to this office. One approved copy will be returned for your files. CONTRACTOR OWNER Receipt Acknowledged, Date: BY: BY: TITLE: TITLE: Address for Correspondence: Order to Contractor to Suspend Work—Page 1 of 1 RADropzones\Kellen\2017 Sewer-Willson&Main\Spec Book\17-suspend_wrk.doc 4/13/17 ORDER TO CONTRACTOR TO RESUME WORK Federal/State Project Number Resume Work Order No. DATE: City of Bozeman Project Number TO: PROJECT AND LOCATION OWNER: The Suspend Work Order, dated directed you to suspend work on your contract, for the reasons and conditions described therein. Conditions are now favorable to the continuation of the work, you are hereby directed to resume major operations on this project effective Under the terms of your contract for this project, Contract Time was (was not)charged during the period work was suspended. At the close of work on the date specified in the last Suspend Work Order, of the calendar days Contract Time had been used. calendar days were charged during the period work was suspended, therefore, on the date this resume work order is effective, calendar days of Contract Time remain. The (revised) contract completion date is 20 Please sign all five copies in the space provided and return them to this office. One approved copy will be returned for your file. CONTRACTOR OWNER Receipt Acknowledged, Date: BY: BY: TITLE: TITLE: Address for Correspondence: Order to Contractor to Resume Work— Page 1 of 1 SPECIAL PROVISIONS 1. GENERAL The work to be performed under this contract involves furnishing all labor, materials, equipment, supplies and services necessary for the replacement of sewer main and manholes in North Willson Avenue and West Main Street in the City of Bozeman. All work shall be performed in accordance with applicable sections of the Montana Public Works Standard Specifications Sixth Edition(MPWSS),61h Edition,and as further modified by the City of Bozeman Modifications to MPWSS, 6th Edition, which is hereby included as part of these specifications. All references to MPWSS sections, unless otherwise noted, are a reference to said Montana Public Works Standard Specifications. All correspondence and official authorization concerning the work shall be with the City Engineer or his designated representatives as identified at the preconstruction meeting. Any changes in the Work or schedule not authorized by the above shall be deemed as unauthorized and shall be done at Contractors risk at no cost to the Owner. All damages,reparations, and costs thus incurred during the progress of such unauthorized work shall be borne exclusively by the Contractor. 2. SCOPE OF WORK The work involves replacement of existing 8-inch vitrified clay sewer main on North Willson Avenue between West Main Street and West Lamme Street with 745 linear feet of 10-inch PVC sewer main, including: service reconnections and new manholes. The project will also include replacement of an existing sewer manhole at the intersection of Grand and Main Street and all related work incidental to construction. 3. AWARD OF CONTRACT If the contract is awarded,the Owner will award a single Contract in accordance with the Instructions to Bidders. Bidders shall submit a Bid for all Bid Schedules on a unit price basis for each item of Work listed as provided and described above. The Owner reserves the right to accept or reject the Bids,or portions of the Bids denoted as separate schedules or alternates. The award will be made by the Owner on the basis of that Bid from the lowest responsive,responsible Bidder which,in the Owner's sole and absolute judgment,will best serve the interest of the Owner. The low bidder will be determined on the basis of the lowest Total Combined Schedule 1 Bid. The award of the contract, if awarded,will be made within the period specified in the Invitation to Bid to the lowest responsive, responsible Bidder who's Bid complies with all the requirements prescribed herein. The successful Bidder will be notified by letter,mailed to the address shown on the Bid,that his Bid has been accepted and that he has been awarded a contract. 1 SPECIAL PROVISIONS 4. TIME OF COMMENCEMENT AND COMPLETION DATE The beginning of the Contract Time shall be stated in a written NOTICE TO PROCEED written by the City Engineer to the Contractor. In establishing the date when Contract Time begins, the Engineer will consider that the contract time begins following delivery of the NOTICE TO PROCEED. A separate notice to proceed may be issued for each separate or combined bid schedule. Where multiple schedules are awarded under a single contract, the contract times shall run concurrently, unless the City agrees to issue separate notices to proceed. The Contract Time will expire automatically after the number of calendar days stated as Contract Time, except as the Contract Time may be extended by change order. 5. LIQUIDATED DAMAGES Subject to the provisions of the Contract Documents, the Owner shall be entitled to liquidated damages for failure of the Bidder to complete the work within the specified contract time. The Bidder agrees to pay liquidated damages for compensation to the Owner for expenses incurred by the Owner during the contract time overrun. As compensation for expenses incurred, the Contractor shall be assessed a liquidated damage of $500.00 per calendar day for each day that the work remains uncompleted beyond the contract period. Liquidated damages shall be paid by deduction from monthly progress payments and the final payment. 6. COST LIMITATIONS The Owner reserves the right to eliminate or reduce certain proposal items from the project following the Bid Opening to make the project financially feasible with the limitations of the funds allocated for this project. The determination of which items shall be eliminated shall be the responsibility of the Owner. 7. NAMES, PRODUCTS AND SUBSTITUTIONS Where products or materials are specified by manufacturer,trade name,or brand,such designations are intended to indicate the required quality, type, utility, and finish. Requests for proposed substitution shall include complete specifications and descriptive data to prove the equality of proposed substitutions. Substitutions shall not be made without the written approval of the Owner. No substitutions will be considered until after contract award. 8. APPROVAL OF EQUIPMENT AND MATERIALS The Contractor shall furnish to the Owner or its Engineer for approval the name of the manufacturer of machinery, mechanical and other equipment and materials which he contemplates using in 2 SPECIAL PROVISIONS execution of the work,together with the performance capacities and such other information which may be pertinent or required by the Owner. 9. BIDDER'S QUALIFICATIONS The Contractor shall show evidence that he has the finances,organization,and equipment to perform the work with a limited number of subcontractors. The Contractor will be required to have a full- time resident General Superintendent on the job at all times while the work is in progress. He shall be in a position to direct the work and make decisions either directly or through immediate contact with his superior. Absence or incompetence of the superintendent shall be reason for the Owner to stop all work on the project. 10. WARRANTY If, within two years after acceptance of the work by the Owner, any of the work is found to be defective or not in accordance with the Contract Documents, and upon written notice from the Owner, the Contractor shall correct any work beginning within seven (7) calendar days of said written notice. Should the Contractor fail to respond to the written notice within the designated time, the Owner may correct the work at the expense of the Contractor. 11. SCHEDULING Prior to or at the PRECONSTRUCTION CONFERENCE, the Contractor shall provide the City Engineer the following schedules: A. A practicable CONSTRUCTION PROGRESS SCHEDULE showing the order,timing, and progress in which the Contractor proposes to prosecute the work. This schedule shall be in Bar Graph, CPM or PERT format. The schedule shall be updated and re-submitted as necessary to reflect project changes. B. A PAYMENT SCHEDULE showing the anticipated amount of each monthly payment that will become due the Contractor in accordance with the Construction Progress Schedule. C. A TRAFFIC CONTROL PLAN detailing the methods and means of controlling traffic for the specific conditions involved with each construction schedule. The Contractor shall limit working hours to 7:00 a.m. to 7:00 p.m., Monday through Friday. No work shall be done outside of these hours unless specifically approved by the City Engineer. 12. PRECONSTRUCTION CONFERENCE After the contract(s) have been awarded, but before the start of construction, a conference will be held at the City Engineer's Office,20 E. Olive Street,for the purpose of discussing requirements on such matters as project supervision, on-site inspections, progress schedules and reports, payrolls, 3 SPECIAL PROVISIONS payment to contractors,contract change orders,insurance,safety,and any other items pertinent to the project. The Contractor shall arrange to have all supervisory personnel and a representative from each of the affected utility companies connected with the project on hand to meet with a representative of the Owner to discuss the project and any problems anticipated. 13. SHOP AND FABRICATION DRAWINGS The Contractor shall prepare and submit fabrication drawings, design mix information, material testing compliance data, and other data, in accordance with the General Conditions. Following review,the Contractor shall resubmit copies of any drawings which required revision or correction. Any review by the Owner will not relieve the Contractor from responsibility for errors or omissions, inadequate design performance requirements, schedule requirements, and proper operation of any item required under the Contract. Notwithstanding any such review,Contractor shall remain solely responsible for full and complete performance in accordance with the terms,conditions,provisions, drawings and specifications set forth in the Contract Documents. 14. UNDERGROUND UTILITIES The Contractor shall be responsible for checking with the Owners of underground utilities such as the City, County, power and telephone companies, etc. as to the location of their underground installations in the project area. The Contractor shall be solely responsible for any damage done to these installations due to failure to locate them or to properly protect them when their location is known. It shall be solely the responsibility of the Contractor to fully coordinate his work with the agencies and to keep them informed of his construction activities so that these vital installations are fully protected at all times. A Montana One-call system,phone number 1-800-424-5555 has been set up to facilitate requests for underground facility locate information. The Contractor is responsible for contacting the One-call system prior to any excavation. 15. EASEMENTS, RIGHTS-OF-WAY, ADJOINING PROPERTY The Contractor shall contain all of his construction operations within the easements and rights of way unless written approval is secured from the owner of the adjoining property or written approval is given by the Owner to utilize the adjacent land area. 16. TRAFFIC CONTROL B. General. The Contractor shall at all times conduct his operations so that there is a minimum interruption in the use of the City's streets affected by the work. Exact procedures in this respect shall be established in advance of construction with the City Engineer. 4 SPECIAL PROVISIONS Barricade function, design and construction shall conform to the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD) and the Standard Specifications for Road and Bridge Construction of the State Highway Commission of Montana latest Edition. Should construction of the project require the closure of any streets, roads or highways or require night-time or long-term traffic control, the Contractor will be required to prepare a detailed TRAFFIC CONTROL PLAN to address the methods and means of controlling traffic under the specific conditions. Traffic control plans shall be in conformance with the requirements of the Manual on Uniform Traffic Control Devices. In regards to closures,the plan shall include specific details on traffic detours and estimated durations of the closures. Details of signing, barricades, flagging and other traffic control devices shall be presented. The traffic control plan shall be approved by the Owner prior to construction. The Contractor may be required to modify or adjust a traffic control set-up to fit specific field conditions encountered during construction. C. Traffic Access. Construction work shall be programmed by the Contractor so that local traffic will have continuous access within one block of any given property. It shall be the responsibility of the Contractor to notify all affected residents in the area of programmed work, of street closures, parking requirements and restrictions, and any other conditions, a minimum of twenty-four(24)hours prior to beginning work within the affected area. All signing,barricades,and other traffic control measures shall be provided by the Contractor. D. Warning Sim All streets,roads,highways and other public thoroughfares which are closed to traffic shall be protected by means of effective barricades on which shall be placed, mounted or affixed acceptable warning signs. Barricades shall be located at the nearest intersecting public highway or street on each side of the blocked section. All open trenches and other excavations within the construction area shall be provided with suitable barriers, signs and lights to the extent that adequate public protection is provided. All abrupt grade changes greater than one inch which traffic is required to pass over; and obstructions,including but not limited to,material stockpiles and equipment shall be similarly protected. All barricades and obstructions shall be illuminated by means of warning lights at night. All lights used for this purpose shall be kept burning from sundown to sunrise. E. Notifications. The Contractor shall coordinate all of the Contractor's construction activities to minimize conflicts at the work site,off-site events,or other construction projects nearby. The Contractor shall notify all affected residents and businesses,the Bozeman Police, Fire, Street, and Sanitation Departments, Laidlaw Bus Service, Streamline Bus Service, AMR Ambulance Service,and Allied Waste Services of all planned street closures a minimum of 24 hours before any actual street closure. In addition,all businesses affected by a street closure shall be given seven(7) days advance notice of the upcoming street closure. The Contractor shall maintain a log of all advance notifications that have been made for each street segment construction site.Prior to closure of any collector or arterial street, the Contractor shall prepare a news release announcing the 5 SPECIAL PROVISIONS upcoming street closure which shall specify at a minimum the impact of the construction upon the public and the duration of the work. At least three days prior to the street closure,the Contractor shall submit the news release to all local news media, and shall cause the news release to be published as a display ad in the Bozeman Daily Chronicle. F. Signalized Intersections. The Contractor shall coordinate with the City of Bozeman Street Department and the Montana Department of Transportation when working in or near a signalized intersection. Signals shall not be disrupted without prior approval by City of Bozeman Street Department and the Montana Department of Transportation. G. Work Methods. 1. The Contractor shall position all traffic control devices according to plan prior to positioning personnel or equipment on the traveled way. 2. The Contractor shall inspect and check the work zone traffic control frequently including weekends,holidays, and other non-working days, and shall correct any deficiencies discovered. The Contractor shall keep a log of all inspections. 3. Construction traffic control devices shall be removed or covered when they are not being used for construction activities. 4. If the Contractor fails to correct a deficiency in the traffic control system that the Engineer deems a necessary traffic control modification to expedite the movement of traffic or an emergency hazard to life and/or property, the Owner may correct the deficiency and be reimbursed fog°all costs front the next progress payment to the Contractor. 5. Flagging shall be only performed by certified and properly equipped flagpersons. Flagging shall be done as described in the booklet"Instructions to Flagpersons"published by the Montana Department of Transportation. 6. Sidewalks and crosswalks shall remain free of debris and open to pedestrians to the greatest extent possible. When necessary pedestrian detours shall be established or the sidewalk shall be properly closed to travel in accordance with the MUTCD and City of Bozeman requirements. 7. The Contractor shall schedule the work to minimize inconvenience to the Owner and to adjacent property owners and to minimize interruptions to utility service and through traffic. The Contractor shall maintain vehicular access to local businesses at all times. Work shall be scheduled so as to minimize disruptions to local mail and freight delivery. The Contractor shall maintain vehicular access to residences able to be used after each shift. 6 SPECIAL PROVISIONS Street closures shall be closures to through traffic with local traffic allowed. Provide channelization, flaggers, or other measures necessary to allow the safe passage of local vehicles to access residences that are within the work zone but not blocked by construction. Notify all residents at least 24 hours in advance of any access restrictions for individual approach or street closures. Schedule work such that individual approach closures last no more than a single shift. The Contractor shall utilize whatever means he deems necessary to allow traffic _ on driveway curbs and aprons a maximum of 10 days after they are poured unless approval is specifically granted by the homeowner to leave them closed for a longer period of time. The Contractor will be responsible for any cracking or broken sidewalk that may result from use of the driveways. 8. The Contractor shall designate one (1) employee whose primary purpose shall be to coordinate traffic control and shall provide a 24 hour per day telephone number or numbers to contact this person. 17. DISPOSAL, EROSION, WATER POLLUTION, AND SILTATION CONTROL The Contractor is responsible for proper disposal of all waste soils and materials unless otherwise directed herein. Where waste materials are disposed on private property not owned by the Contractor, evidence of property owner's written permission shall be obtained and provided to the Owner. Contractor shall comply with all Local,State,and Federal laws and regulations pertaining to fill in wetlands and floodplains. The Contractor shall dispose of all refuse and discarded materials in an approved location. The Contractor shall exercise every reasonable precaution throughout the life of the project to prevent pollution or siltation of rivers, streams or impoundments. Pollutants such as chemicals, fuels, lubricants, bitumens, raw sewage, and other harmful wastes shall not be discharged into or . alongside of rivers,streams,impoundments or into natural or manmade channels leading thereto. In addition,the Contractor shall conduct and schedule his operations to avoid muddying or silting of rivers, streams or impoundments. The Contractor shall meet the requirements of the applicable regulations of the Department of Fish,Wildlife and Parks,Department of Health and Environmental Sciences and other State or Federal regulations relating to the prevention or abatement of water pollution and siltation. The Contractor's specific attention is directed to the Montana Water Pollution Control Act and the Montana Stream Preservation Act. The Contractor shall be responsible for obtaining any required discharge permits associated with groundwater de-watering operations and stormwater runoff. Contractor's shall include all clean-up, restoration, etc., of any detention or discharge areas. All debris or waste materials shall be cleaned up by the end of the work day. 18. PROTECTION OF EXISTING PAVEMENT 7 SPECIAL PROVISIONS All equipment shall be fitted with pads on the outriggers and other accessories as necessary to prevent damage to existing pavement during the course of the project. Any damages to pavement shall be corrected by the Contractor, at his expense, in a manner as directed by the Engineer. 19. MANHOLES, VALVE AND MONUMENT BOXES All manholes, valve and monument boxes shall be protected with heavy builders paper until final coating and compaction has occurred. Contractor shall dig out and clean completely all boxes and manholes which are not protected. All manholes and boxes which are at the edges of the defined limits of construction shall be treated as if they are completely within the construction area and the area immediately surrounding the raised and/or protected manholes and boxes shall be feathered in so as to provide a gradual transition over such manhole and/or box. It is imperative that manholes and valve boxes be accessible to the City for emergency maintenance of its utilities. The Contractor shall schedule his work to provide timely access to manholes and valve boxes. Manholes, and valve and curb boxes overlaid by the Contractor and not immediately re-exposed shall be subject to being uncovered by City crews without notice in response to emergency maintenance needs. The Contractor shall be responsible for reasonable restoration at no cost to the City. 20. OPERATION OF EXISTING VALVES All existing City of Bozeman water main valves shall be operated by authorized personnel of the City of Bozeman only. The Contractor shall not operate any existing valves without the written consent of the City of Bozeman. 21. SALVAGEABLE ITEMS Any items removed from the existing system under the terms of this contract shall remain the property of the Owner. Should the owner choose not to accept any salvageable items, then the Contractor shall dispose of those items at his expense at a site or landfill acceptable to the engineer. Any costs for the above referenced work shall be at the contractor's expense. 22. ACCESS TO RECORDS The Contractor shall allow access to any books, documents,papers and records which are directly pertinent to this Contract by the Owner, State or Federal agencies, or any of their duly authorized representatives for the purpose of making an audit, examination, excerpts or transcriptions. 23. INSURANCE Insurance coverage required under this contract shall extend,at a minimum,to the end of the contract time. 8 SPECIAL PROVISIONS 24. FLOWABLE (NONSHRINK) BACKFILL Flowable backfill shall be used when working within the Main Street right-of-way as described in the attached MDT encroachment permit. Flowable fill shall also be used anywhere the sewer main crosses a water main with less than 18-inches of vertical separation. All flowable (nonshrink)backfill shall meet the following MDOT specifications: E. Flowable Fill. Flowable fill is a mixture of portland cement, fly ash, fine aggregate, air entraining admixture and water. Flowable fill contains a low cementitious content for reduced strength development. Submit a mix design for approval. No compressive strength testing is required for the mix design. Table 551-1 has the suggested mix guides for excavatable and non-excavatable flowable fill. TABLE 551-1 FLOWABLE FILL MIX DESIGN GUIDE MATERIALS EXCAVATABLE NON-EXCAVATBLE Cement, Type I or II 75.6-102.61b/yd3 75.6-151.2 lb/yd3 (45-60 kg/m3) (45-90 kg/m3) Fly Ash None 151.2-596.7 lb/yd3 (90-355 kg/m3) Water Mix designs must produce a Mix designs must produce a consistency that results in a consistency that results in a flowable, self-leveling product flowable, self-leveling product at time of replacement. at time of replacement. Air 5%to 35% 5%to 15% Unit Weight (Wet) 2,430-2,970 lb/yd3 2,700-3,375 lb/yd3 (1,440-1,760 kg/m3) (1,600-2,000 kg/m3) Furnish fine aggregate meeting Subsection 701.01.1 requirements. The fine aggregate has no fineness modulus requirement. High air generators or foaming agents may be used in lieu of conventional air entraining admixtures and may be added at the jobsite and mixed in accordance with the manufacturers recommendation. The requirements for percent air, compressive strength and unit weight are for laboratory designs only and are not intended for jobsite acceptance requirements. Proportion fine aggregate to yield 1 cubic yard (1 cubic meter). 25. USE OF REMOVED ASHPALT PAVEMENT Asphalt concrete pavement removed during trenching operations may be used as backfill material in areas with Type A backfill if mechanically processed to 4"minus size with a cold planer, 9 SPECIAL PROVISIONS rotomill, or similar equipment and mixed at no more than a 50150 ratio with other backfill material. Asphalt concrete pavement removed during trenching operations may be used as pavement base course material if mechanically processed with a cold planer, rotomill, or similar equipment to meet the gradation requirements of the base course and mixed at no more than a 50/50 ratio with other base course material. 26. PROTECTION OF TREES, SPRINKLER SYSTEMS,AND PROPERTY PINS Prior to initiation of any excavation or removal of existing curb,the Contractor shall cut all tree roots at the back limits of excavation with a Vermeer root cutter or other similar machine capable of cutting the roots in a neat clean,fashion from existing ground to subgrade elevation. Indiscriminate ripping of tree roots will not be permitted. The method and equipment to be used shall be submitted to the Engineer for approval prior to the start of work. In addition,the Contractor shall take special care when working around trees to avoid any unnecessary damage to the branches or the trunks of trees. Protective barriers shall be placed around trees as necessary to prevent inadvertent damage by equipment. The Contractor shall take care to locate any existing sprinkler heads or lines prior to excavation. Any sprinkler systems which are damaged shall be repaired by the Contractor. The Contractor shall be responsible for preserving existing property pins in the field. The cost of resetting property pins removed by the Contractor shall be the responsibility of the Contractor. 27. USCHEDULED EMPLOYMENT OF CITY WATER/SEWER SERVICE WORKERS One City Of Bozeman Water/Sewer Operations Dept service worker will be available 7:15 AM till 5:15 PM Monday-Friday with the exception of City recognized holidays for the water and sewer main replacement portion of the work. Work scheduled outside these times with less than 24 hours notice will be billed at 1.5 times the service worker's base pay rate of$ 28.00 per hour. Call outs (emergency response with no notice) will be billed 2 hours double time the base rate. Each succeeding hour thereafter 1.5 times the base rate. The CONTRACTOR is required to respond to affected property owners within the project and resolve complaints/issues that are raised. If the City is contacted due to non-responsiveness on the part of CONTRACTOR,the City will resolve the issue and charge the CONTRACTOR for its time at the rates provided for in this section. 28. DELAYS The Contractor shall schedule the Work to be completed within the Contract Time(s) stipulated in the Agreement, including an allowance for time lost due to abnormally cold weather, abnormal precipitation,or other natural phenomena. Time extensions will not be granted for rain,wind,flood, or other natural phenomena of normal intensity for the locality where Work is performed. Such events will not constitute justification for an extension of time unless agreed upon by both the Engineer and Contractor, and the total time lost to such events exceeds 5% of the Contract Time. For purposes of determining extent of delay attributable to unusual weather phenomena, a 10 SPECIAL PROVISIONS determination shall be made by comparing the weather for a minimum continuous period of at least one-fourth of the Contract Time involved with the average of the preceding 5—year climatic range during the same time interval based on U.S. Weather Bureau statistics for the locality where the Work is performed. 29. CONSTRUCTION TRAFFIC ROUTES To the greatest extent possible,the Contractor shall utilize the arterial and collector streets in the area for access to and from the site. This includes general construction traffic in addition to the transport of equipment and materials to and from the site. The streets in the area that meet this designation include;Main Street, Willson Avenue, South Church Avenue,North 7th Avenue,Baxter Lane, and Rouse Avenue. The Contractor shall receive prior approval from the Engineer in order to use any local residential streets for a short term construction traffic route. 30. CONSTRUCTION STAKING The Contractor will be responsible for all layout for construction. The contractor will be provided with an electronic version of the plans in AutoCad format and scalable hard copies of the contract drawings. Discrepancies between Drawings,Specifications,and existing conditions shall be referred to the Engineer for adjustment before work is performed. Existing Control. The baseline survey on this project is a compliation of survey work completed in 2006 by Gaston Engineering and in 2014 by Morrison-Maierle,Inc. In addition,missing information was added to the surveys using utility locates on West Main Street and by verifying measure downs on manholes within the scope of this project in 2017. Construction Staking. Due to the nature of this project, construction staking by a licensed professional surveyor is not required. The Contractor shall use the following process to establish alignment and grade: 1. Shoot invert elevations between manholes with a survey level 2. Recalculate grade using the distances on the plans and the Contractor's survey shots 3. Setup a transit at the starting manhole and back sight the ending manhole 4. Begin laying sewer pipe using the transit to set alignment and a survey level to set grade. 5. After 50 feet of sewer main is installed, the contractor may transition to a pipe laser to set alignment and grade if he chooses. Prior to commencing the work, the Contractor shall carefully check all drawings that in any way effect the location or elevation of the work to be executed by him, and should and discrepancy be found, he shall immediately report the same to the Engineer for verification and adjustment. Any duplication of work made necessary by failure or neglect on the part of the Contractor to comply with this requirement shall be done at his sole expense. 31. SEWER IMPROVEMENTS 11 SPECIAL PROVISIONS Sanitary Sewer Service Replacement: Any services that are found to be Orangeburg or are in poor condition shall be replaced to the property line. The engineer will make the final determination as to whether a service needs to be replaced. Temporary Sewer: Contractor shall maintain sanitary sewer service to all users throughout construction. Sanitary sewer mains shall be re-routed around work areas by means of temporary bypass pumping as required,to maintain flow and avoid soil contamination. The following criteria must be met prior to replacement of the sanitary sewer main: 1. Contractor shall submit a plan to the engineer for approval prior to beginning work. 2. Contractor shall make service reconnections in a timely manner, and may utilize new sewer piping immediately upon installation. 3. Bypass pumping equipment must be maintained throughout construction. The contractor shall designate an employee that is available 24-hours per day to address any issues with temporary bypass pumping. 4. Sewage may not pool in any manhole more than 12-inches above the top of the outlet pipe. Contractor shall verify that bypass pumping operations will not cause sewage backups or damage to property upstream of any bypass manholes prior to beginning bypass pumping. 5. The contractor may only use generators to power bypass pumping operations if sound attenuation is used in conjunction with the generator. Sanitary Sewer Service Repair Couplings: Couplings to repair existing sanitary sewer services damaged during construction shall be Fernco Strong Back RC Couplings or approved equal, meeting the following specifications" A. Gasket Requirements: CSA B602—mechanical couplings for drain, waste, vent pipe and sewer pipe ASTM D 5926—Standard Specification for Poly Vinyl Chloride (PVC) Gaskets for Drain, Waste, and Vent(DWV), Sewer, Sanitary, and Strom Plumbing Systems ASTM C 1173 —Standard Specification for Flexible Transition Couplings for Underground B. Clamp Requirements: CSA B602 Clamp Housing—301 Stainless Steel Clamp Band- 301 Stainless Steel Clamp Screw- 305 Stainless Steel C. Shear Ring Requirements" .012" Thick, 300 Series Stainless Steel Width manufactured according to coupling width(1.5", 2.13", or 4") 12 SPECIAL PROVISIONS D. Coupling Requirements: Manufactured to conform to the performance requirements of ASTM C 1173 standard specification for flexible couplings for underground piping systems CSA B602— mechanical couplings for drain, waste, vent pipe and sewer pipe Maximum test pressure: 4.3 PSI (29.6 KPA) Maximum operating temperature: 104'F nonconsistent 32. MDT RIGHT OF WAY WORK When working in the Main Street and Mendenhall right-of-ways, the Contractor shall follow all requirements described in the approved MDT encroachment permit. Flowable backfill shall be utilized, see special provision#24. 13 SPECIAL PROVISIONS ,ppROV. Montana Department of Transportation Encroachment Permit Printed on: ApH114,2017 0 APPLICANT INFORMATION: Name: KELLEN GAMRADT Address: PO BOX 1230 City: BOZEMAN Stare: MT Zip: 59771 Corporation tame: CITY OF BOZEMAN Phone:406-582.2280 Nature of Permit Desired: REPLACE MANHOLE ON MAIN STREET ENCROACHMENT LOCATION INFORMATION: Beginning Reference Ending Reference Sign Route: corridor: Point: kointz. us 191 C000050 089+0.100 County: GALLATIN Comments: 1) PERMITTEE SHALL SUBMIT AN APPROVED DETAILED TRAFFIC CONTROL PLAN THAT NESTS MDT AND MUTCD REQUIREMENTS AND DETOUR. 2) PERMITTEE SHALL FOLLOW THE APPROVED TRAFFIC CONTROL, PLAN 3) PERMITTEE SHALL PROVIDE MDT A 24-HOUR EMERGENCY CALL LIST- 4) PERMITTEE SHALL USE CERTIFIED FLAGGGRS TO PROTECT WORK AREA. 14TUT WILL NEED A COPY OF FLAGOI:R CARDS PRIOR OF WORK IY FLAGG.?.RS ARE USED. 5) PERMITTEE SHALL BARRACADR AREA WHEN NOT AITENDED TO PROTECT PEDESTRIANS,VEHICLES AND KEEP WORK AREA CLEAN OF DEBRIS. 6) PRRMITTEE SHALL BE RESPONSIBLE FOR ANY ENVIORMENTAL PERbIITS. 7)- PERMITTEE SHALL REPAIR ANY DAI4AGE DONE TO MDT?S RIGHT OF WAY, AND/OR ROADWAY AS A RESULT OF THE SEVIER MAIN. ALL REPAIR$ WILL BE DONE IN-KIND AND WILL BE DONE IM14EDIATELY.. B) PfERMI'I'TSE SHALL REPLACE HACXFILL WITH A FLOWABLB NO SHRINK AND THEN ADD 4 TO 6 INCHES OF PLAP:a MIX. 9) PERMITTEE SHALL NOT HAVE ROAD CLOSED AT ANY TIME AND CAN ONLY HOLD TRAF?IC UP FOR 10 M.IN AT A TIME. 10) PERMITTEE SHALL HAVE ONE WAY TRAFFIC AT ALL TIMES. 11) PERMITTEE SHALL NOT CHANGE FLOW OF WATER 07 THE CURB LINE. 12) PERMITTEE SHALL CALL ONE DAY PRIOR TO WORK TO PAUL MCCAULEY AT 406-i56-1719. 13) THIS PERMIT IS GOOD THRU SEPTEMBER 22, 2017 ENCROACHMENT PERMIT INFORMATION: Application Date Issue Date End Date Class type maintenance Division 14-APR-17 14-APR-17 22-SEP-17 A TEMPORARY BOZEMAN Approved by: KYLE DEMARS Permit number 5760 page 1 of 4 Montana Department of Transportation Encroachment Permit Printed on., April 14,2017 (Approval Signature) (Applicant Signature) Permit number 5760 Page 2 of 4 2701 Prospect Avenue PO Box 5895 Min* Montana Department of Transportation Helena,MT59604-5895 Phone:(406)444-7664 MDT-MAI-007 07/14 Encroachment Application Fax(406)444-5411 TTY:(406)444-7696 Page 1 of4 www_rnJt,m(goy To be filled in by Department . . Print Form Agreement Number: Project Number: Project Name: ID Number: County: 3-760 Maintenance Section: Corridor: Si n Route: Milepost: Roadbed: o1a-.•.. ?��y ( c0000d 0Ir US 1`l! Q tp. P ^ �r�2.444414, /y�fui /�. .S«J mac. �-- `/-/`f-/7 Montana Department o Transportation t o Signature Date `Subject to the terms and conditions shown on Page 2 hereof;this permit is hereby approved and granted. The"Permittee"agrees to the terms of this permit. APPLICANT(PROPERTY NATURE OF PERMIT APPLICATION: (Give sufficient detail to permit thorough understanding and submit blueprints or sketches in triplicate.) *if work involves Environmental-Related cleanup or monitoring, also complete Section 7. This project generally consists of removing an existing sanitary sewer manhole at the intersection of West Main Street and Grand Avenue,installing a new sanitary sewer manhole in the same location,and reconnecting the existing sewer rain connection to the north,south,east and west. The purpose of this project is to allow the city to re-direct sanitary sewer flows through the use of a weir system that is proposed with the new sewer manhole. This project will be bid and constructed during the 2017 calendar year. Traffic on West Main will be reduced to two lanes during construction. Traffic control will be in conformance with the Manual on Uniform Traffic Control Devices(MUTCD)and the Standard Specifications for Road and Bridge Construction of the State Highway Commission of Montana latest Edition. The contractor that is awarded the work will be required to submit a detailed traffic control plan to MDT for approval. Township Section Ran e / Corridor Sign Route Mile Post 25 6E ! Main St N-50 89 Name PhonelFax Number City of Bozeman 406-582-2280 Address E-mail PO Box 1230 kgamradt@bozeman.net City State Zip Code Bozeman [MT 59771 If a Corporation,give State of Incorporation and names of President and Secretary Highway survey stations,milepost,distances to centerline,and distance from right-of-way line near which installations or structures will be installed: Center of the Intersection of 1-191 and Grand Avenue. Center of the right-of-way on 1-191 at mile marker 89. For how long a period is the permit desired?: Permanent Are there environmental actions involving hazardous waste sites? (Superfund,Spills,Underground (—Yes(Complete Page 3) Storage Tanks,Old Mines,etc.? if Yes you will need to fill out additional environment questions. (Z No An environmental checklist must be filled out,signed and attached in order for this application lobe considered complete. 4 Ltnkto E:tvlwnmental,Checkllst _ _ 2701 Prospect Avenue e� PO Box 5895 MD7* Montana Department of Transportation Helena,MT59604.5895 Phone;(406)444-7664 Mar-MAI-007 01114 Encroachment Application fax(406)444-5411 Page z of 4 Tf Y:(406)444-7696 www.mdt mt.gov City of Bozeman Engineer It - -�' 4-12-17� Company or Corporation Title Si nature Date 2701 Prospect Avenue e MTBox 5895 I An"* Montana f3eparlmentafTransportation Helena, rlelena, 59604-sa95 Phone:(406)444-7664 MDT-MAI-007 07/14 Encroachment Application Fax(4 06)444-5411 Page 3 of 4 TTY:(406)444-7696 wwv�.mdt.m[.ggv (INSTRUCTIONS CONCERNING USE OF THIS FORM) Applicant will complete this form along with plans,sketches and an environmental checklist and send to the appropriate District Maintenance Chief for review and approval. if the proposed installation wiR result in significant,permanent or long term impacts to the transportation network in terms of substantial increase traffic volumes, weight or delays to traffic on state roadways,such as major mines greater than five acres,a railroad at-grade crossing,railroad under or overpass,or strip mines,or if the proposed action has permanent impacts to other forms of transportation(rail,transit,or air movement),the encroachment permit must be submitted to the transportation planning division for review prior to issuance of this permit. Subi�cS.trtshc fattowfn93�uns a:td�.onttlllans,_tlta pal:toil.�apllod.I�zr_up.ot�tbexex�tso�lslo�t�tv4.f�ls..k�xshy�ca�: t. TERM. This permit shall be in full force and effect from the date hereof until revoked as herein provided. 2. REVOCATION. This permit may be revoked by State upon giving 45 days notice to Permittee by ordinary mail,sent to the address shown herein. However,the State may revoke this permit without notice if Permittee violates any of its conditions or terms, 3. COMMENCEMENT OF V1ORK, No work shall be commenced until Permittee notifies the Maintenance Chief"shown in application the date the Permittee proposes to commence work. 4. CHANGES IN HIGHWAY. If State highway changes necessitate changes in structures of installations installed under this permit,Permittee will make necessary changes without expense to State. 5. STATE SAVED HARMLESS FROM CLAIMS. As a consideration of being issued this permit,the Permittee,its successors or assigns,agrees to protect the State and save it harmless from all claims,actions or damage of every kind acid description which may accrue to,or be suffered by,any person or persons,corporations or property by reason of the performance of any such work,character of materials used,or manner of installations, maintenance and operation,or by the improper occupancy of said highway right-of-way,and in case any suit or action is brought against the State and arising out of,or by reason of,any.of the above causes,the Permittee,its successors or assigns,will,upon notice to them of the commencement of such action,defend the same at its sole cost and expense and satisfy any judgment which may be rendered against the State in any such suit or action. 6. PROTECTION OF TRAFFIC. The Permittee shall protect the work area with traffic control devices that comply with the Manual A Unlfan_7 TLC Csaittoili)% The Permittee may be required to submit a traffic control plan to the Maintenance Chief for approval prior to starting work. During work,the Maintenance Chief or designee may require the Permittee to use additional traffic control devices to protect traffic or the work area. No road closure shall occur without prior approval from the District Engineer. 7. HIGHWAY AND DRAINAGE. If the work done under this perfnit interferes in any way with the drainage of the State highway affected. Permittee shall, at the Permittee's expense,make such provisions as the State may direct to remedy the interference. 8. RUBBISH AND DEBRIS. Upon completion of work contemplated under this permit,all rubbish and debris shall be immediately removed and the roadway and roadside left in a neat and presentable condition satisfactory to the State. 9. INSPECTION. The installation authorized by this permit shall be m compliance with the attached plan and the conditions of this permit. The Permittee may be required to remove or revise the installation,at sole expense.of Permittee, if the installation does not conform with the requirements of this permit or the attached plan. 10. STATE'S RIGHT NOT TO BE INTERFERED WITH. All changes,reconstruction or relocation shall be done by Permittee so as to cause the least interference with any of the State's work,and the State shall not be liable for any damage to the Permittee by reason of any such work by the State,its agents,contractors or representatives,or by the exercise of any rights by the State upon the highways by the installations or structures placed under this permit. 11. REMOVAL OF INSTALLATIONS OR STRUCTURES, Unless waived by the State,upon termination ofthis permit,the Permittee shall remove the installations or structures installed under this permit at no cost to the State and restore the premises to the prior existing condition,reasonable and ordinary wear and tear and damage by the elements,or by circumstances over which the Permittee has no control,excepted. 12. MAINTENANCE AT EXPENSE OF PERMITTEE. Permittee shall maintain,at its sole expense,the installations and structures for which this permit is granted,in a condition satisfactory to the State. 13. STATE NOT LIABLE FOR DAMAGE TO INSTALLATIONS. In accepting this permit,the Permittee agrees that any damage or injury done to said installations or structures by a contractor working for the State,or by any State employee engaged in construction,alteration,repair,maintenance or improvement of the State highway,shall be at the sole expense ofthe Permittee. 14. STATE TO BE REIMBURSED FOR REPAIRING ROADWAY. Upon being billed,therefore,Permittee agrees to promptly reimburse State for any expense incurred In repairing surface of roadway due to settlement at installation,or for any other damage to roadway as a result of the work performed under this permit. 15. The Permittee shall not discharge or cause discharge of any hazardous or solid waste by the Tnsialiation or operation of the facility of a State Right-of- Way, 16, The Permittee will control noxious weeds within the disturbed installation area for two(2)years, 17, In accordance with Mont.Code Ann,§76-3-403(2),Permittee shall,at Permlitee's expense,employ the services of a Montana Licensed Professional Land Surveyor to re-eslabiish all existing survey monuments disturbed by work contemplated under this permit. 15. The use of explosives Is prohibited for the installation. 19. Any condition of this permit shall not be waived without written approval of the appropriate District Administrator, 20. OTHER CONDIDTIONS AND/OR REMARKS: 21, ❑ See attached addendum 2701 Prospect Avenue PLO Box 5895 Pu)l* Montana Department of Transportation Helena,MT59604-S895 Application (406)444.7664 MOT-MAI-007 07/14 Encroachment Applic tlon Fax(406)444-5411 TTY:(406)444-7696 Page 4 of 4 tivww,trclt.mt..gov Additional Environmental Questions Pertaining to Environmental actions involving hazardous waste sites (Superfund,Spills,Underground Storage Tanks,Old Mines,etc.) Name of Facility: facility ID: Address: City State Zip Code Leaking underground storage tank site? MDEQ identification number (3 Petro Fund Eligible? Remediation Response Sites(State Superfund Site)? identification number and/or site name [] Federal Superfund Site? identification number and/or site name ® Is Mine Active or Abandoned? Mine Site ID# Mine Description or Name Spill? Spill Site Spill Description Other Environmental Action C Yes Traffic Control Plan Attached? (-No For each well installed In MDT R/W,provide GPS coordinates in state plane coordinates(preferred)or well survey information in another format(continue on another sheet if necessary). NOTE, Each well request needs to be submitted on a separate application form, Add Well W.eli'Desigriation x x x 2701 Prospect Avenue PO Box 201(101 MD7* Montana Department of Transportation }Ielena,MT59Gz0-iooi Phone:(406)444-7228 MOT-ENV-006 11/13 Environmental Checklist Fax(40 44 Page 1 of 2 TrY:(406)444-769 7G96 ywLy.mdt,tnt,g9x Control Number/11PN Project Identification Number Name/Location Description Route/Corridor Federal Funds;nvollvv'ed77 F1 , r Date Choose type of Environmental Checklist: AW2,20'17 Encroachment/Occupancy(including Utility) t Applicant inform• e Highway or Route: MilepostW; Name; Title N-50(Main Street) 89 Kellen Gamradt Engineer 11 Physical Address: City: _ Company/Utility: 100 block of W.Main St, Bozernart City of Bozeman Legal Description: County: Mailing Address: Phone: 1-191 ROW � Gallatin 20 East Clive Street 406-582�228� Township: Range: Sectlon(s): City: State: Zip: Business Phone: 25 7[L 117 Bozeman MT 59771 406-582-2280 MDT Environtnental.Checklist Help Guide Click button or go to www.mdtnit. oV/ot11er/environmental/external/forms/ENVIRONMENTAL-CHECKLIST HELPSHEET.PD"' Impact Questions Comment,Explanation,andlor Act;ons that qua;ifyfor Categorical Exclusion under MEPA and/or NEPA(See ARM 18.2.261 and 23 CFR 771,117) information Source(Auacnsutipmrhia: (See ARM 18.2,261 and 23 CFR 771.117) fnfam+atism,as n►ca■sary.t i Will the proposed action impact any known historical or archaeological site(s)? C Yes (:.No 2 Will the proposed action impact any publicly owned parkland(s),recreation area($),wildlife or waterfowl (" Yes :No refugeM? 3 Will the proposed action impact prime farmlands?(If yes,attach a completed Farmland Conversion impact Rating Yes t:No Ad-1006) a.Will the proposed action have an impact on the human environment that may result from relocations of (: Yes ('No Traffic will be reduced to 2lanes . persons or businesses,changes in traffic patterns,changes In grade,or other types of changes? during construction b.Has the proposed action tecelved any preliminary or final approval from the local land use authority? C'Yes (Z No 5 For the proposed action,is there documented controversy on environmental grounds?(For example,has the (" Yes (*-.No applicant received a letter of petition from an environmental organizationl) l5 Will the proposed action require work in,across or adjacent to a listed orproposed Wild or Scenic.River? r Yes (:Na 1fiif 7 Will the proposed action require work in a Class i Air Shed or nonattainment area? C Yes {:No 8 Will the proposed action impact air quality or increase holm even temporarily? (;Yes r Na Usual noise from utility construction. work i9 a_Is the proposed project a M54 Area?(Billings,Bozeman,Butte,Helena,Great Falls,Kalispell,and Missoula) G Yes r No Within Bozeman's MS4 1 b.Will the proposed action have potential to affectwater.quality,wetlands,.streams or other water bodies?RYES, r yes C:No iI an environment-related permit or authorization may be required. 1 a Are solid or hazardous wastes or petroleum products likely to be encountered? (For example,project occurs in or r Yes (:No i adjacent to 5uperfund sites;known split areas,understorage tanks,or abandoned mines.) 11 a. Are there any listed at candidate threatened or endangered species,or critical habitat in the vicinity of the r Yes 6'No i proposed action? b.Will the proposed action adversely affect listed or candidate threatened or endangered species,or adversely r Yes {;No modify.crlticai habitat? �12 Will the proposed action require an erivironrnental-related permit or authorization? C Yes C No If the answer is"yes,"please list the specific permits or authorizations. 1 :13 a. Is the proposed action on or within approximately i mile of an Indian Reservation? C Yes r No i b.If"Yes,will a Tribal Water Permit be required? C Yes (:No C N/A .14 Will the proposed action result in increased traffic volumes,increased wait or delays on state highways,or have (;Yes (`No Traffic on Main St. will be reduced to j adverse impacts on other forms of transportation frall,transit or air movements)7 2 lanes during construction Is the proposed action part of a project that may require other governmental permits,licenses or easements?If C Yes r- No 15 "Yes",describe the full extent of the project and any other permits,licenses or easements that may be necessary for the applicant to acquire. 2701 Prospect Avenue PO Box 201001 ffifi"* Montana Department of Transportation Helena,NIT 59620-1007 Phone:(406)444-7228 MDT-ENV-006 11/13 Environmental Checklist fax(406)444-7245 Page?of 1 TTY:(406)444-7696 9 www.mdl.mt.aov j 16 Attach a brief description of the work to be performed,including any subsurface work. u �^571 Description Attached J ' (17 Attach representative photos of the site(s)where the proposed action would be implemented, Photos are ® Photos Attached to Include any structures,streams,irrigation canals,and/or potential weUands in the project area. 118 Attach map(s)showing the location(s)of the proposed actlon(s);Section,Township,Range;highway or ® Maps Attached route number and approximate route post(s). i Checklist preparer: Title: Date Kellen Gamradt Engineer 11 � 7 _ Apr 12,2017 sIggAure. Reviewed for completeness by: MDT District Representative Title Date Checklist Approved by: Environmental ervices Bureau Title Date (When any of the items 1 through 15 are checked"Yes") Transportation Planning Title uate (When any of the items 14 or 15 are checked"Yes') Checklist Conditions and Required Approvals A. The applicant is not authorized to proceed with the proposed work until the checklist has been reviewed and approved,as necessary,and any requested conditions ofapproval have been incorporated. B. Complete the checklist items 1 through 15,indicating"Yes'or"No"for each item. Include comments,explanations,information sources,and a description of the magnitudeAmportance of potential impacts in the right hand column. Attach additional and supporting information as needed, Ensure that information required for items 16, 17,dnd 18,is attached. The checklist preparer, by signing,certifies the accuracy of the information provided. C. If"Yes" is indicated on any of the items,the Applicant must explain the impacts as applicable. Appropriate mitigation measures that will be taken to avoid, inlrl)MIZe, and/or mitigate adverse impacts must also be described. Any proposed mitigation measures will become a condition of approval. Use attachments if necessary. If the applicant checks "No" and the District concludes there may in fact be potential impacts,the Environmental Checklist must be forwarded to Environmental Services Bureau for review and approval. D. If"Yes" is indicated in item 11 a. (threatened or endangered species), the Applicant should provide information naming the particular species and the expected location,distribution and habitat use in the proposed action area,i.e.within the immediate area of the proposed action;or,in the general area on occasion(seasonally passes through)but does not nest,den or occupy the area for more than a few days, E. If the applicant checks "Yes"for any item, the approach permit,occupancy agreement or permit,along with the checklist and supporting information, including the Applicant's mitigation proposal, documentation, evaluation and/or permits must be submitted to MDT Environmental Services Bureau. Electronic format is preferred. F. When the applicant checks"Yes"to any item,the Applicant cannot be authorized to proceed with the proposed work until the MDT Environmental Services Bureau and/or Transportation Planning, as appropriate, reviews the information and signs the checklist. G. Applicant must obtain all necessary permits or authorizations from other entities with jurisdiction prior to beginning the proposed action or activity.The Applicant is solely responsible for any environmental impacts incurred as a result of the project; obtaining any necessary environmental permits,notifications,and/or clearances;and ensuring compliance with environmental laws and regulations. SECTION 00100 MEASUREMENT AND PAYMENT The quantities listed in the Bid Form are estimates for the purpose of bidding only. Payment to the Contractor will be made based on the actual satisfactorily completed work quantities measured in the field. Under the terms of this contract,the unit price as contained in this Bid Form shall be applicable to quantity overruns. The following measurement and payment sections do not necessarily name every incidental item required by the Contract Documents to complete the work. Cost of all such incidental items shall be included in the various related bid items. Item 101: (Taxes,Bonds,Insurance) To be paid on the first progress pay estimate one-hundred percent (100%) upon mobilization to begin construction, only if the bid price for this item is less than five percent (5%) of the total price. For that portion of the taxes, bonds, and insurance greater than five percent(5%),if any,payment shall be made on the basis of the percentage of the work completed of each progress estimate. Item 102: (Mobilization)Fifty percent(50%)to be paid on the first progress estimate when mobilizing to begin construction, and fifty percent(50%)to be paid following substantial completion and acceptance of the work. Item 103: (Remove Existing Manhole) Measurement shall be by the numerical count of each sanitary sewer manhole removed. Payment at the contract unit price shall constitute full compensation for removal of the structure in its entirety,trench excavation,dewatering,backfill,and compaction,proper disposal of all waste materials including the structure and all its appurtenances, sanitary sewer pipe of various sizes as shown on the plans and Fernco flexible couplings to reconnect the existing main where manholes have been removed, and all other work necessary or incidental for completion of the item. Item 104: (10" PVC Sewer Main) This item shall be measured and paid for as per MPWSS Section 02730 4.2. Removal of existing sanitary sewer pipe during installation of the new main shall be considered incidental to the construction. No separate payment will be made for removing and disposing of old sanitary sewer pipe. Placing flowable backfill in the Main Street and Mendenhall right-of-way as required in the attached encroachment permit shall be considered incidental to bid item#104,no separate payment will be made for the required flowable backfill. Item 105 & 106: (4' Dia. Basic Manhole 5'-0" Depth, & Additional Manhole Depth; 5' Dia. Basic Manhole 5'-0" Depth & Additional Manhole Depth) This item shall be measured and paid for as per MPWSS Section 02730 4.3. Item 107: (4" SDR 26 Sewer Service Connection) This item shall be measured and paid for as per MPWSS Section 02730 4.4,and shall include furnishing and installing the in line wye in the sewer main and connecting to existing sewer services. 1 MEASUREMENT AND PAYMENT Item 108: (4" SDR 26 Sewer Service) This item shall be measured by the lineal foot of sanitary sewer service installed. Payment shall include full compensation for excavation, disposal of existing service pipe, dewatering, all materials, equipment, labor, and tools required to complete the work, site restoration, and all other work necessary or incidental for completion of the item. Item 109: (Bypass Pumping) This item shall be measured and paid by lump sum and shall include all costs associated with providing temporary sanitary sewer and bypass pumping as described in special provision 31 of the contract documents. Item 110: (Storm Service Reconnection) This item shall be measured and paid by lump sum and shall include all work necessary to disconnect the storm service connection into the sanitary sewer main at station 5+53 of the contract drawings and reconnect the storm service into the city storm drain network, either by connecting to the storm inlet on the west side of North Willson Avenue or directly into the storm main in the alleyway. The contractor shall be responsible for determining the best way to make the connection and supplying all materials and equipment to make the connection. Site restoration, including asphalt and concrete replacement shall be considered incidental to this work. Item 111: (Asphalt surface restoration) Measurement for asphalt surface restoration shall be by the actual number of linear feet of restoration satisfactorily accomplished,measured along the centerline of the new sewer main,and payment shall be made at the unit price bid for all labor,equipment,materials and incidentals necessary to furnish, install and compact the gravel base, and to furnish, install and - compact the asphalt surface restoration as per the plans. Item 112: (Traffic Control) Measurement and payment shall be as per MPWSS Section 01570-4.1. Item 113: (Miscellaneous Work)The item Miscellaneous Work has been provided in the proposal for any work and/or materials which may be encountered during construction, but which is not addressed elsewhere in the contract. Miscellaneous work will be measured by the respective unit for material and/or work performed as directed in writing by the Engineer. Payment for Miscellaneous Work, measured as provided above, will be at agreed upon prices or on force account basis. The number of units in dollars set down in the contract is an estimated amount only,which may be adjusted up or down by the Engineer in accordance with the needs of the project. 2 MEASUREMENT AND PAYMENT APPENDIX N r` rn o ° L m° c y o E E O Q I. 0 T G n E'A a o� °o' ° s v W _ u m i N a A t° • a N z OLAJ o o ou 5-6 ° w v Z) � E m E c m n o `o u n _WW .c tvv Ea co 1O o x0.0M �" nov u c o xoE _ IY W �ZUr i pnc E o0 00 o nv �Owg xco ac cE c � O�- W t�O e� ogo�o °a °o ° ocr V Z 20 `oc g E�°- -J J .E'.E- s o` T,° u E°n OZQ:� � w O W o`o o ° Soo 0Ec F m Z o'C# is `aoi of u oo? Z W Ec =8 E .°c((Tgi+f Q Q W U '06 N »mom < Z o-_o u=-c o'er cz-i w� Eo 0Y'a EE Q N a e min ao_ n L I a+E p,.o � LL- Q o� NJna 5 c°�a Q Z 4�ao ZvF=� Z•o oozotl EO, Q �e 1-00 <�iv �apQ Zc Q Q0 azc ma 13 o0-0 , �N� ¢ �t� �t��ao�y2vimwzt roE W W ' i e m 0Er< t-a-l�ap��Qot9`oUp3i°i 4 n. Wc3�S�v o m��Ei,a_ Q O oW Z W 04.10 U e yw Z.- N N) 4 N 6 e y N �i O (� 0 wz Q oa N o 10 It o M O `n t-X— I. 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[SIDEWALK CLOSED 24"X18" R9-11(R) SIDEWALK CLOSED AHEAD CROSS HERE 30"X24" SIGN ® WORK SITE TRAFFIC DRUMS OR CONE CITY of BOZEMAN SCALE: PEDESTRIAN TRAFFIC NO. 01570-7 NONE CONTROL FOR TEMPORARY FEB 2007 STANDARD DRAWING SIDEWALK CLOSURE i 5' 51 �= (�I _ I N� R9-9 I SIDEWALK ,} I CLOSED TEMPORARY ACCESS RAMP ADEQUATELY SUPPORTED a 0 s FENCING 0 Z FENCING SIDEWALK CLOSED MUST MAINTAIN �4' CLEAR AREA � R9-9 BETWEEN FENCING. WALKWAY MUST BE SMOOTH AND KEPT CLEAR OF ( FENCING AS SHOWN MAY USED OBSTRUCTIONS FOR SHORT TERM (LESS THAN 30 DAYS INSTALLATION. MORE APPROPRIATE TRAFFIC PERMANENT STRUCTURES WILL BE CONTROL PLAN MUST BE USED FOR LANE CLOSURES k REQUIRED FOR LONGER TERM. A COVERWALK MAY BE REQUIRED FOR OVERHEAD OPERATIONS (IF HEIGHT MINUS 10' EXCEEDS DISTANCE FROM WALK WAY TO WORK AREA) CITY OF BOZEMAN SCALE: SIDEWALK CLOSURE NO. 01570-8 STANDARD DRAWING NONE WITH FEB 2007 DETOUR NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12" (30cm) FROM THE EDGE OF THE TRENCH OPENING, WHERE NEAT LINE IS LESS THAN 3' (0.9m) FROM EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION, REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT. EXISTING STREET SURFACE VERTICAL TRENCH WALLS WITH SHORING TO CONFORM TO O.S.H.A. REGULATIONS* 2'(30 cm) MIN. SUBGRADE OR GROUND SURFACE INSTALL DETECTABLE SLOPING, BENCHING OR WARNING TAPE 18'(45cm) SUPPORT SYSTEMS IN THIS BACKSLOPE AS SPECIFIED MAX. DEPTH AREA TO CONFORM TO TO CONFORM TO O.S.H.A. (OPTIONAL) O.S.H.A. REGULATIONS* REGULATIONS* TYPE "A","B', OR "C" </ 6"(15cm) \� TRENCH BACKFILL ` SELECT TYPE I BEDDING MATERIAL PLACED IN 6"(15cm) LAYERS & TYPE I PIPE BEDDINGCOMPACTED AS PLACED IN 8"(15cm) MAX. N SECTION 2221PECIFiED LAYERS AND COMPACTED -c'o"oo '; 4"(10cm} c tt'Li THOROUGHLY. TRENCH IMDTH=O.D.OF PIPE PLUS 2'(6Dan} jj j\ MIN. TRENCH WIDTH- 3,5'(11m) TYPE 2 PIPE BEDDING i\//\//\// /\//\/�/ //\ WHERE REQUIRED FOR \��\ \,\\/\\\\,\\ SOFT OR UNSTABLE FOUNDATION NOTE: SEE CONTRACT SPECIAL PROVISIONS FOR ANY MODIFICATIONS TO STANDARD TRENCH MATERIALS AND/OR OTHER TRENCH DESIGN FEATURES ' SEE O,S.H.A, CONSTRUCTION STANDARDS FOR EXCAVATIONS. REVISED: 10/25/02 CITY OF BILLINGS SCALE: TYPICAL UTILITY TRENCH DETAILS STANDARD DRAWING STANDARD SPECIFICATIONS NONE NO. 02221-1 li 1:� n'alnrc mrlt(-ri,ik which mz o- br- u�<•d for pipe. brlldtllz? Y,11 v t) II mII ,t1 co to ,n er,. TIwI(•fm c-. the follnith), is o]It,I crl ',n r-1 n,,t e 1 o 11)(• 7')1 1,, I pipe 1)cddinu spr-cifl(e11 ion m S((-fio)a 0:22 1, TRCACII l-,C,11 0,10A :IAn B1CVrILI. POR PIPF- LINE—' AND -iPPURTENAAT .FTRICTIIRE:,: This olfcmole ,hail h(• used t?n)r it r„lL (f lot hi 1 be. Prot i�'ton_•. It Inwd bo r nrl:h,,.iir ,l th.d no -pe(ific,dio ) ,-honld be Y red without the en«inool 's cX,,1u:1110n 0f the pOrliculcu silu0tion TYPE 1 PIPE BEDDING 't'rpe I pipe be ridln��, ltrtpol I(-d of rt,O m olh u(rurt in oil .mite. sl, ,ll be l,,t ai c). n»slut(% o1 �,mntl The ma71 -J-1al shrill be n r11 'I,a(ie(1 and 1t,/. 1)e i1 :`I) (wind, wall "+tr,c c(l) of the I'1ti buo :'oil Ulu N)fi( ,10on (t rC,-4) w, delilwoled in ;,f Ilw di.sriciion of iht• on Meet. 11'w n olt,tiitl jmt_� ronloht ill) to a mw, intent of V2 pe,r(ciii pa:Q��irto th(, .200 :0r)-e In-ovided thr, inrles of the mnterrlrl) is b or- less. The mvtvimurn size �Zh,Jll be 3,. 1 lnch The coclliciccni. of unifornlitr for, bc. 1 01 e1('01(•r w1d a c0(4116H)l of cur 1 al l a-I�c bel w ee•n 1 a11ui *,md _<holl )r„tr cool-firienl of ;; idmi ift of 0 of --te',lrr rind a corfftr ienl of ( nl i;,l m e hol wFtt1 1 '111d I Ti pe i br-,l om- ,<Jt,711 conn:la'1 of m mintmom of i inrhe�j(fU (m). 01 1 N I he cok)(11 dt,ImOcr of p)pe., w bincc l c1 t�: bcdt)nt,, nril(r t,t) irwhO If)(- ])it)(' and If)(- b(ririmle nt,,t(t i„1 r,t nimrl mill o\(-I if (, pipc h) ,z point rt tnlnimlim G in( hez� (1.5um) ohm(. ilu, I01t of the pipo nnlrs� ofit(-111i.:w in the `pertnl PI o;1.�joaI�'. fi)c of lento mlf.v i;, dclined r1.- ill(. t ai io of --loin size (frrunef cl „1 60",, p,, tn, In lh(. "I"fin si2(. rh<ttltctet r11 10'. n,. e�pre,�rd Cu = D60 D10 The roetficient of f� dccllned ,')s file postlion of the � twilc of the >r,,in si r rhometer rtt .30';, 11,�ssin, to the l.�toduct of ilw �rr<m1 �1z(, rit,tmelel ,:t )09, po:::mg J)tnr-s fb,- sii(- dig lnelel at 803' Is: Cc _ (D30 2 Dto x D.D 111)crr- ihr n"Iw-71fl)v mcitIHn n1oIerical c°onirtin< <aids nhlrh (touid allow ntl--rallon. �t,nd buddint. rnah-ri;�,l not be used. huddle_ 11t,11elirtl under �,nd r,lound talc pipe.. to 6 inchc, (15( m) above 1hr, lop 0f lht- pipe shall he plit('erl be. hand oi- oihet (n1t'lul nanny! ,sn os not in di.�inrh 11n, pipe, in mi1ximllm 1r,1-e)s of 6 inches (I6(m) rind compa( led to a IWOM um of 8>;':, tawlri)d Pronto- A,7M D698 R. _i HTO T-99 Apr-(iril ( air- sllaell be G;t,e°n to ,a.:1nc complele ernnp<art.ion under III(, ti;mmhes of lhr pilx,. 11nrhfill loolelwil shr,ll he pl,t(cd in I1)r trench lot rl:� full widlh on et(elt �zid(- cmm llaaneon:,I) lfnl el ��cl I)inu of this por t ion of the II clich will not be a111rnr(•d The a,ddifinn of rrntet .hr,ll he limited to Thai reriuilc(I for oplmmn) ntoicittrc lot ntma'inttmt r°olnim( Hon of the maatetiail. REVISED: 12/27/95 MONTANA PUBLIC WORKS SCALE; STANDARD DRAVANG STANDARD SPECIFICATIONS NONE PIPE BEDDING ALTERNATE NO. 02221-2 A round Surface ' Std.Trench Backfill Trench Plug Material ,',' - Select Pipe Bedding Bottom of Trench J Type I Bedding A L10'(3 rn) Section A-A Std.Trench Backfill Ground Surface Trench Wall Trench Wall Plug Limit Plug Limit �3'(90 cm) Plug Limit Trench Bottom —1 I_-_3 (90 cm) REVISED: 10/21/02 MONTANA PUBLIC WORKS SCALE: TRENCH PLUG STANDARD DRAMNG STANDARD SPECIFICATIONS NONE EXCAVATION DETAIL NO.02222-1 GREEN STEEL POST AT END OF SERVICE PROPERTY LINE OR EASEMENT LINE 5 1/2' BOULEVARD (TYP.) 4' STREET SURFACE 5' SIDEWALK r GROUND SURFACE (TYP.) 1 COMPACTED BACKFILL 2.5 (TYP.) (SEE SPECS.) 11.5' 8' (TYP.) (TYPICAL EXCEPT IN SPECIAL CIRCUMSTANCES WHERE CITY HAS APPROVED ALTERNATE LOCATIONS) 2" X 2" WOOD SERVICE LINE. SLOPE = 1/4" MARKER 45' ELBOW PER FOOT MIN., 1/2" PER FOOT MAX. SEWER MAIN IN LINE WYE FITTING FOR PLUG NEW INSTALLATIONS. SADDLE FITTINGS ALLOWED FOR EXISTING INSTALLATIONS ONLY UPON APPROVAL OF CITY OF BOZEMAN SEWER DEPARTMENT. SERVICE INVERT NO LOWER THAN SPRING LINE OF SEWER MAIN FOR WYE FITTINGS. CITY OF BOZEMAN SCALE: SANITARY SEWER NO. 02730-2 STANDARD DRAWING NONE SERVICE LINE DEC. 2003 GREEN STEEL POST AT END OF SERVICE PROPERTY LINE OR EASEMENT LINE 5 1/2' BOULEVARD (TYP.) 4' STREET SURFACE 5' SIDEWALK GROUND SURFACE (TYP.) .� .� i 2.5' 1' COMPACTED BACKFILL (TYP.) (SEE SPECS.) 11.5' 8' (TYP.) (TYPICAL EXCEPT IN SPECIAL CIRCUMSTANCES WHERE CITY HAS APPROVED ALTERNATE LOCATIONS) 2„ X2„ WOOD MARKER zz SERVICE LINE. SLOPE = 1/4" PER FOOT MIN., 1/2" PER FOOT MAX. PLUG 45' ELBOW 45' BEND DUCTILE IRON SEWER FITTINGS. SDR 26 PVC PIPE NOTES: SEWER MAIN 1. THIS INSTALLATION MAY BE USED IF DEPTH OF COVER AT STUB END WILL EXCEED 6.5' WITH STANDARD INSTALLATION (PER STANDARD DRAWING 02730-2) 2. MIN. DEPTH OF COVER SHALL BE 5' AT END OF SERVICE STUB. ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING REQUIRED ELEVATION OF STUB. 3. DUCTILE IRON FITTINGS SHALL BE HARCO GASKET X GASKET OR APPROVED EQUAL. CITY OF BOZEMAN SCALE: DEEP SANITARY SEWER NO. 02730-3 STANDARD DRAWING NONE SERVICE LINE OCT. 2014 Frame and cover to be either D&L A-1172 ring with A-1178 cover, EJIW 3771/ 3772 series, or approved equal. �7" Covers shall have two I" pick holes. Adjustable rings, NOTE: All joints between manhole sections, manhole ring & 2" min., 12" max. top section, and around sewer pipe into manhole shall be watertight. Jointing material shall be "Ram—Nek" or equal for all joints except between sewer pipe and manhole wall. 5" 4'-0" .; Precast reinforced concrete manhole riser and eccentric cone top manufactured in Mahole steps at accordance with ASTM designation C-478. 16" center's rout invert to springline of pipe if gap between pipe and channel is greater than 1/8". Pre—cast channel i flowline • r: t� Top of pipe may .1�.:.;�:,. not extend past Variable �._ •:- 4'_0" inside wall of o a (min. manhole. If x u o �' necessary top o o a Shelf—sloe 1" per foo; E oo a toward channel. See half of pipe may °o channel detail. be trimmed off iv° ,• Flexible gasketed joint (typical smooth. for precast bases — see detail) A Channel = dia. of pipe ':''.—. :•ice-..a:�'>-,.'. A Precast or poured—in—place base. #4 bars — 1'-0" c—c Poured—in—place base, minimum concrete thickness below pipe is 5'-4" dia. 8 inches. Precast base, minimum (min.) thickness is 6 inches. All bases reinforced as shown. Radius of manhole 'I Slope at 1" per foot,:.-, Channel to full pe depth e.:f- NOTE: Storm drain manholes shall not have formed channels and the �1° °f lowest pipe invert shall be 9" higher sewer than bottom of manhole. p ipe .'a'. "4 SECTION A—A CITY OF BOZEMAN SCALE: SANITARY SEWER AND NO. 02720-3 STANDARD DRAWING NONE STORM DRAIN MANHOLE DEC. 2003 Rev. FEB 2013 �+ N � �� lJ .A Ui 0 0 0 0 0 0 0 0 1 1 l_. i-, A 0� N I C � U C � J N ro3 u o N � T O a P °�n °' a f+ L 3 i < �' .+ w = o a 0 2 0 G 3 m m m m V T OJ T