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HomeMy WebLinkAbout2006 Curbing and Sidewalk Improvements I I I I I I I I I I I I I I I I I I I CITY OF BOZEMAN 2006 CURBING AND SIDEWALK IMPROVEMENTS CONTRACT DOCUMENTS Prepared by CITY OF BOZEMAN ENGINEERING DEPARTMENT June 2006 Fxe~co Z>o<.. I I I I I I I I I I I I I I I I I I I CITY OF BOZEMAN, MONTANA 2006 Curbing and Sidewalk Improvements June 2006 TABLE OF CONTENTS CONTRACT DOCUMENTS Invitation to Bid Instruction to Bidders Bid Form Bid Bond Agreement Form Payment and Performance Bonds Standard General Conditions of the Construction Contract (By Reference) Supplementary Conditions Montana Prevailing Wage Rates CONSTRUCTION SPECIFICATIONS Special Provisions Measurement and Payment APPENDIX A Standard Drawings APPENDIX B Plan Sheets 1 - 3 I I I I I I I I I I I I I I I I I I I INVITATION TO BID The City of Bozeman will receive sealed bids for its 2006 Curbinq and Sidewalk Improvements contract. Sealed bids so entitled and addressed to the City Clerk, City Hall, 411 East Main Street, P.O. Box 1230, Bozeman, Montana 59771-1230, will be received until 11 :00 a.m.., local time, July 14, 2006 and then publicly opened and read thereafter. The project consists of removing and replacing concrete curb and gutter, installing pedestrian ramps, constructing new concrete sidewalks, and replacing existing concrete sidewalks. New sidewalks are proposed on Tamarack Street from N. 3ra Ave. to Bozeman Ave. Curb replacement is proposed in the unit block of W. Curtiss Street. Copies of the CONTRACT DOCUMENTS are available for viewing, or may be obtained upon payment of $15.00 for each set, at the City of Bozeman, Engineering Department, 2'0 E. Olive Street, Bozeman, Montana 59771-1230. Any bidder or non-bidder returning the CONTRACT DOCUMENTS promptly and in good conditions, will be refunded his $15.00 payment. All bids and proposals for the construction of any public contract project shall contain a statement showing that the bidder or contractor is duly and regularly registered under the laws of the State of Montana, and the contractor's registration number shall appear upon such bid or proposal, and no contract shall be awarded to any contractor unless he is the holder of registration, all as defined by MCA 39-9-101 through 410. All laborers and mechanics employed by contractors or sub-contractors in performance of the construction work shall be paid wages at rates as may be required by the laws of the State of Montana. The contractor must ensure that employees and applicants for employment are not discriminated against because of their race, color, religion, sex or national origin. 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 11 :00 a.m. local time, July 14 , 2006. 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 (60) days, and to accept the bid which is in the best interests of the Owner. The City of Bozeman is an Equal Opportunity Employer. 1 INVITATION TO BID I I I I I I I I I I I I I I I I I I I Dated at Bozeman, Montana, this 23rd day of June, 2006. Brit Fontenot City Clerk, City of Bozeman Publication: June 28,2006 July 5, 2006 2 INVITATION TO BID I I I I I I I I I I I I I I I I I I I 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 City Clerk, City Hall, 411 East Main Street, P.O. Box 1230, Bozeman, Montana 59771-1230, and endorsed on the outside of the envelope with the words: 2006 CURBING AND SIDEWALK IMPROVEMENTS, CITY OF BOZEMAN. Bids shall be strictly in accordance with the prescribed form. Any modifications thereof or deviations therefrom may be 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 1 INSTRUCTIONS TO BIDDERS I I I I I I I I I I I I I I I I I I I meet obligations incident to 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, Fifth Edition (MPWSS), published March 2003, 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 (COB MODS), dated March 2004, including 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: I nvitation to Bid............................ Instructions to Bidders................... Bid Form.................... ..... .............. Bid Bond....................................... Agreement Form........................... Payment Bond........... ..... ............... Performance Bond......................... Standard General Conditions........... Supplementary Conditions.............. Miscellaneous Forms Notice of Award.................. Notice To Proceed................ Change Order....................... Work Directive Change......... Application For Payment (Guidance Only)................ Certificate of Substantial Completion....................... .. Wage Rates...................................... Bound Herein Bound Herein Bound Herein Bound Herein Bound Herein Bound Herein Bound Herein MPWSS MPWSS/Bound Herein MPWSS MPWSS MPWSS MPWSS MPWSS MPWSS Bound Herein 2 INSTRUCTIONS TO BIDDERS I I I I I I I I I I I I I I I I I I I Special Provisions............................ Technical Specification........................ Appendix A--Standard Drawings......... Appendix B--Work Locations and Plan Sheets............... Bound Herein MPWSS & COB MODS MPWSS/Bound Herein Bound Herein 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 performanoeof'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. 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 It is the responsibility of the Contractor to contact the owners of underground utilities as to the location of their underground installations in the project area. 3 INSTRUCTIONS TO BIDDERS I I I I I I I I I I I I I I I I I I I 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. The Contractor is required to call 1-800-424-5555 for utility locates prior to beginning any excavation work. INTERPRETATION OF CONTRACT DOCUMENTS Ifany 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. Once begun, the work shall be prosecuted uninterrupted by the Contractor, to it's completion. Contract time is shown on the Bid Form and Agreement Form. ADDENDA Any addenda issued during thetime 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. 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 411 E. Main Street P.O. Box 1230 Bozeman, MT 59771-1230 The envelope shall also contain the following information: Name of Project: 2006 CURBING AND SIDEWALK IMPROVEMENTS Name of Contractor: Montana Certificate of Contractor Registration No. 4 INSTRUCTIONS TO BIDDERS I I I I I I I I I I I I I I I I I I I Acknowledge Receipt of Addendum No.: , , In the lower left hand corner of the envelope print or type: BID DOCUMENTS - DO NOT OPEN UNTIL, 11 :00 A.M., July 14, 2006 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 NOR ANY OTHER PAGES FROM THE BOUND CONTRACT DOCUMENT. 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. 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: 5 INSTRUCTIONS TO BIDDERS I I I I I I I I I I I I I I I I I I I 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. 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 ordesirable, 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 underthis 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. WITHDRAWAL OF BID No Bidder may withdraw his Bid after the date and hour set for the 6 INSTRUCTIONS TO BIDDERS I I I I I I I I I I I I I I I I I I I opening declared herein. A Bidder may withdraw his proposal by a written request of the Bidder at any time prior to the expiration of the period during which Bid may be submitted, which request must be signed in the same manner and by the same person or persons who signed the Bid. ACCEPTANCE AND REJECTION OF THE BIDS The Owner reserves the right to accept or 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 thelOwner or Engineer after due investigation has: reasonable' 'objection' to any proposed Subcontractor, they may, before giving the Notice ofAward,'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 50 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. 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 The award of contract, if awarded, will be made within the period specified in the Invitation To Bid to the lowest responsible Bidder whose 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 the contract. 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 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 7 INSTRUCTIONS TO BIDDERS I I I I I I I I I I I I I I I I I I I 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 Bidderand returned, together with the contract Bonds,withinthetime shown on the , ,Bid. If the Agreement is not executed by the Ownerwithinfifteen (15) days"following receipt, from the Bidder 'of the signed Agreements and Honds, 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. 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. Payments made after the time limit will be subject to interest at the rate specified in the Agreement. 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 8 INSTRUCTIONS TO BIDDERS I I I I I I I I I I I I I I I I I I I 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 No bids will be considered that do not carry the Bidder's Certificate of Contractor's Registration number on the envelope containing the Bid and on the Bid. 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 TAX) 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 of three percent (3%) will be given to the lowest responsible Bidderwho is a resident of the State of Montana over a nonresident Bidder. This preference applied 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. 9 INSTRUCTIONS TO BIDDERS I I I I I I I I I I I I I I I I I I I NOTICE OF AWARD Dated: Zl-l l,S 6 ~ TO: JTL Group. Inc. ADDRESS: P.O. Box 9. Belgrade. MT 59714 PROJECT: City of Bozeman 2006 Curbing and Sidewalk Improvements CONTRACT FOR: Installation of new concrete sidewalks. and replacement of concrete curbing and drive approaches. You are notified that your Bid dated July 14. 2006, for the above Contract has been considered. You are the apparent Successful Bidder and have been awarded a Contract for installation of new concrete sidewalks. and replacement of concrete curbiml and drive approaches The Contract Price of your Contract is: one hundred twenty thousand six hundred seventy and no/100 Dollars ($ 120.670.00). Three copies of the proposed Contract Documents accompany this Notice of Award. 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..l... fully executed counterparts of the Agreement including all the Contract Documents and Drawings. You must deliver with the executed Agreementthe Contract Security (Bonds) as specified in the Instruction to Bidders (page 8), General Conditions (paragraph 5.01) and Supplementary Conditions (paragraph SC-5.02). List other conditions precedent: You must deliver with the executed Agreement the Certificates of Insurance as specified in the General Conditions (paragraph 5.03). 2. 3. 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 one fully signed counterpart of the Agreement with the Contract Documents attached. C'TYOC12:tP~~ ATT BY. It. BY. DATE: f)-:r j,J) ~Co (CITY MANAGER) . ";.;~:"'..'~:~' ':~':';~~~"~M,'~~;'''~ :: - ';." ..::,I~~~~~~~W~:'~"'~"'" . " ~';:"..!:,; 'S,;,.~.::l".:,::,;' 1'" I I I I I I I I I I I I I I I I I I I BID FORM 2006 CURBING AND SIDEWALK IMPROVEMENTS CITY OF BOZEMAN BOZEMAN, MONTANA 59771 TO: Clerk of the Commission 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 placement and replacement of concrete sidewalks and pedestrian ramps, 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 60 (sixty) consecutive calendar days after commencement of the contract time as defined in the General Conditions. 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. 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 1 BID FORM I I I I I I I I I I I I I I I I I I I -'.,.;.....,-'-"~..,.."..-.,...,...'-:-:-':-::-~'."...'--:-:-;-~ "'.':";:J>.~",,1'~-r-"-,..:r ~:j:' ...."".~;,~~'~?'I~~;t..1~~[""','. :':..;t1~W;:~~"~~,~1!~'. /. person, firm, or corporation, and is not submitted in conformity with any agreement or rules :( any group, association, organization, or corporation; B) That he has not directly or indirectly solicited any other Bidderto put in a false or sham Bid; C) That he has not solicited or induced any person, firm, or corporation to refrain from bidding; 0) 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) pur~"an. t~ ^....;~I~ 37 7~ 20? ~~r-^ thaI- h~ (I-i-.~..\ ;~ {are) dul" ---< ~egul_pl.. l,.--n-ed ;:>u 'v nIl''''''' -, 1- ..J,IVI"-''', I ,lie lIl<:::YJ I;:> \ Y allU I lallY ......t:;I;:> . BIDDER agrees to perform all the work described in the CONTRACT DOCUM ENTS for the following unit prices or lump sums: BID SCHEDULE 2006 CURBING AND SIDEWALK IMPROVEMENTS NO. ITEM UNIT UNIT PRICE QUANTITY TOT AL PRICE (Fiqures) (Fiqures) 500 00 101 Concrete curb & L.F. $ =- 764 $ 3.b'Z.O =< f gutter removal $ 21 5!' 06 102 Combined concrete L.F. 804 $ J 7 2..2fJ = curb & gutter 103 Concrete removal SF $ 2~ 4,630 $ 9, 2rdJ 0'; and disposal 104 6" Concrete SF $ 052 880 67200g $ , sidewalk In place 5s0 4 '-I; o'g252 105 4" Concrete SF $ = 8,015 $ sidewalk in place 106 Dnveway apron S.F. $ 7~O 917 $ r/:; '1/9 0..0 , 107 Concrete sawcutting L.F, $ 2..CjJ 915 $ ~/( 30o.f 108 Concrete fillet SF $ 050 135 $ ~.LJ f 7 5.2 I "" :; EID FORM --:----:-:-::----:-:::-:,..,._';--::' .:'._..,......,.~..~._"~":--......,.....~..""-- ... ,.'..'-::,..--,'..: ~,. I I I I I I I I I I - I' I' - II III III III , '.,'~'~:;:""I!"T"::"" :~';:.~'.''':-;:;'i,''~,'':I;'r'':::'?'\'~;':~1?':t'i~:;:,~~~~~,~i~~~"\':~'~~}~l~~.:?~":'3~~~\'W:"n;:'~ " iI,,',,:,:,' "~'~'~.'~'~l~~'!"f:~~rt!,;",,~.,~::;'., '. .r:l. NO. ITEM UNIT UNIT PRICE QUANTITY TOT AL PRICE (Fiqures) (Fiqures) 109 3" Thickness S.Y $ Lq~ 351 $ JO(7Q c;g .- AC Pavement Surface Course 110 Detectable SF $ R8~ 112 $ 9 '8"5 (, 0 ~ warning 111 Seeding Lump sum $ 7,. 20002 112 Inlet adjustment Each $ '150ce 8 $ ? 000 "€" c) . , TOTAL BASE BID $ /2.0,,(070e:!) ONf:. ~uNllRt.[) T..,.Je.-n.h' I j..{(Ji/SArJCJ Six. /-.Jurv"-.ELJ S~ IIf;.NT-',7 AM\ N010n /:)c,.J..jH(0 ( BASE BID TOTAL - WRITTEN WORDS) The undersigned Bidder acknowledged receipt of the following Addenda, which have been considered in preparation of this Bid: No. Dated No. Dated No. Dated I /1ft] Submitted this / c,-/' day of . I ~ / ' --,I {/L:.} F 200 l'7 '~// /.~. j>/': l/,:!~/ ~; --.,t I /AJ1~/ >/'f ~[,?U(:;(, ,. \./ . SIGNATURE OF BIDDER: Montana Contractor Registration Number I/J/i .:.:> ,;::;:,- ./ c.' l/ ,;..../.J, ,/ If an individual' doing business as 3 BID FORM I I I I I I I I I I f , , f f , f f f r'~ ' ~<...~~,~, ~~' " ~"'.~!~"IP"" :,,?,~~'1\".~:r.:'~""1~:.~~~;",::~:;~':'''''''~':,,,, ... If a Partnership: , partner If a Corporation -;::;t7 ...::..:,-p,,,,., /J j) 7 A 1/) --- ,.t:; 12',_/ C;/:! 4-() 2- ',I ,I c.--. .~,,-UL.1 r, ../-.:.E ., " (a) Iv! VN (frA(/1- CbUDLA--7?CJ~/ j. ,/, /' /" -.,/ '/' . i .. ,'. . /' "I' j t" ..~, "/'A~ - .....,/ ,.-tI" , , r,", ,"I' ," ...-.." n i' \ /_ /"".-{..{ (;.,' /.. I (. . "/J;?l..L.-'i' ~ by Title ~~7i./vC{.4c-_.. /!1ff/V'Au....g: f/;r\ 2".., y-' q- Business Address of Bidder: ,.1..-< /?_....Jf\ /' . c- :'. "'i ..'~/l .'i /)~-:. 1/."" __~ /'T7. c.--- ! ./'.::./_~P- , .~_ /0'/ I ! I I ----- - "?' ,""- "'--'. I -//' ." _ -,' ,'// If Bidder is a joint venture, other party must sign below: Montana License Number and Class If an Individual: doing business as If a Partnership: by Partner If a Corporation: (a) Corporation by Title 4 , ~ :~ 1~~"'~::'7""':""""'.":'';'-' ."', by (Seal & Attest) ~/J$ (Seal & Attest) E I D FOP.rv: I I I I I I I I I I I I I I I I I I I PENAL SUM FORM BID BOND BIDDER (Name and Address): JTL Group, Inc. - Belqrade P.O. Box 9 Belqrade, MT 59714 SURETY (Name and Address of Principal Place of Business): Liberty Mutual Insurance Company 450 Plymouth Road, Suite 400 Plymouth Meetinq, PA 19462 OWNER (Name and Address): City of Bozeman, Montana BID Date: July 14,2006 PROJECT: 2006 Curbing and Sidewalk Improvements BOND Bond Number: Bid Bond Date: (Not later than Bid Due Date): July 14, 2006 Penal Sum: Ten Percent of Amount Bid 10% IN WITNESS WHEREOF, Surety and Bidder, intending to be legally bound hereby, subject to tbe terms printed on tbe following page, do each cause tbis Bid Bond to be duly executed on its bebalfby its authorized officer, agent, or representative. BIDDER SURETY (SEAL) (SEAL) Liberty Mutual Insurance Company (Surety's Co '. By: Attest:a~~Attest: r? (Signature & Title) ( . Note: (l) Above addresses are to be used for giving required notice. (2) Any singular reference to Bidder, Surety, OWNER or other party shall be considered plural where applicable. I I I I I I I I I I I I I I I I I I I Acknowledgment of Corporate Surety Hennepin ) ) ss ) STATE OF Minnesota COUNTY OF On this 14th day of July ,2006 before me appeared Jennifer Miller , to be known, who being by me duly sworn did say that she is the aforesaid Attorney-in-Fact of the Liberty Mutual Insurance Company a corporation;that the seal affixed to the foregoing instrument is the corporate seal of said corporation, and that said instrument was signed and sealed on behalf of said corporation by the aforesaid officer, by authority of its Board of Directors; and the aforesaid officer acknowledged said instrument to be the free act and deed of said corporation (Notary Seal) ~ /\.-r:,t':~;;\, ,~"..."\ ; ,1,\,. , "~."il.t:i\,F.i;~r:'.}"''''::/",f\/\/'''r.,;~\it:..'\i'I\IVV. . "I l ,,\:~"I" 1. :~~,,':.n;_",::~G ,i; " . ;",:1,) '.!'~'{ ~:~,J:-':~,.i~ II ;:-~::J,r:>Ti\ .~::: ~;1:ir::\i\);,1 ~,,;J:(e:. ,;:.,'1 .;.j ;\;: 0 ~~ I ..';,:" ....-" Il'.: t..'t V"JV~JJ\;'~~~,:~.i'MAi\ft,jV\,tt,N\IVV\P,W\J\JVWV\Nv ; I I THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND, This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. 1907966 LIBERTY MUTUAL INSURANCE COMPANY BOSTON,MASSACHUSETTS POWER OF ATTORNEY I I KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Insurance Company (the "Company"), a Massachusetts stock insurance company, pursuant to and by authority of the By-law and Authorization hereinafter set forth, does hereby name, constitute and appoint DENNIS LOOTS, RICHARD DONOVAN, LAURIE PFLUG, JILL SWANSON, BARBARA KELLAR, JERRY OUIMET, NINA E. WERSTEIN, JENNIFER MILLER, BRIAND. CARPENTER, BARBARA L. RAEDEKE, ALL OF THE CITY OF MINNEAPOLIS, STATE OF MINNESOTA .....u.. ... .................................... ............................... ....................... ..n..................... , each individually if there be more than one named, its true and lawful attorney-in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recog.nizances and other .surety obligations ih the penal sum not exceeding FIFTY MILLION AND 001100*'"'***"************* DOLLARS ($ 50;000,000.00***** . ) each, and the execution of such undertakings, bonds, recognizances and other surety obligations, in .pursuance. of these presents, shall be as binding upon the Company as if they had been duly signed by the presidentand attested by the secretary of the Company in their own proper persons. That this power is made and executed pursuant to and by authority of the following.By-lawand Authorization: I COMMONWEALTH OF PENNSYLVANIA COUNTY OF MONTGOMERY :>. CU -C 1Il 1Il Ol e: 'iii :J .c >0 e: C'll _e: mO UI- >oW OlW IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of ~. a Liberty Mutual Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this 15th day of March , :t: 0 2006 <M o'~ ...-c Ole: ::cu Q.o e cu .!!!o .c:o - .. -Q) Oe: >oOl -Ol =6,! -Ol ~.c Olo =~ eO;> ...N :o:~ 516 UT"" 0'9 I-T"" ARTICLE XIII. Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys-in-fact: Pursuant to Article XIII, Section 5 of the By-Laws, Garnet W. Elliott, Assistant Secretary of Liberty Mutual Insurance Company, is hereby authorized to appoint such attorneys-in-fact as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect. LIBERTY MUTUAL INSURANCE COMPANY ss eY;::'::~~';C:. \'o\"~,,.,;)I;, 'E:;~~:!/ ByC4 w- a?'~ Garnet W. Elliott, Assistant Secretary On this ~ day of March ,2.QQQ.. , before me, a Notary Public, personally came Garnet W. Elliott. to me known, and acknowledged that he is an Assistant Secretary of Liberty Mutual Insurance Company; that he knows the seal of said corporation; and that he executed the above Power of Attorney and affixed the corporate seal of Liberty Mutual Insurance Company thereto with the authority and at the direction of said corporallon. IN TESTIMONY WH6~unto subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year first above written.(# Q:ot(,. Q ~ < ') ,,(,( <<T{;.. -; COMMONWEAl.THOFPE!N YLVANIA ~. Ii I- G"f. Nol8riaISIlilI ~ 1/ -i-.I1 OF Tereea?eaI..NctalyPtlllllc By ~ I~'== Teresa Pastella, Notary Public \':t M""'~er. I'''''.$vi.onlo A.,.""iotian of NoIoll<>. I CERTIFICATE ? I, the undersigned, Assistant ecretary of Liberty Mutual Insurance Company, do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date ofthis certificate; andldo further certify that the officer or official who executed the said power of attorney is an Assistant Secretary specially authorized by the chairman or the president to appoint attorneys-in-fact as provided in Article XIII, Section 5 of the By-laws of Liberty Mutual Insurance Company. I This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March, 1980. I VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company, wherever appearing upon a certified copy of any power of attorney issued by the company in connection with surety bonds, shall be valid and binding upon the company with the same force and effect as though manually affixed. IN T~IMONY WHEREOF, I have hJreunto subscribed my name and affixed the corporate seal of the said company, this - ; Ii, ...:J(X ) ~ ,._~ /:\~~:r;~~ (t'('", 'j!;) '~~~~~~? 14~h. day of I I I I I I I I I I I I I I I I I I I I I AGREEMENT FORM THIS AGREEMENT is dated as of the _ day of in the year 2006 , by and between CITY OF BOZEMAN, hereinafter called OWNER, and JTL Group, Inc. hereinafter called CONTRACTOR. 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: Installation of new concrete sidewalks and pedestrian ramps. replacement of existing concrete curb and outler. and replacement of existing concrete sidewalks. The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: 2006 Curbing and Sidewalk Improvements. Article 2. CONTRACT TIME. 2.1 The Work will be completed within~ 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 one hundred dollars ($ 100.00) 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 one hundred twenty thousand six hundred seventy and no/100 _Dollars ($ 120.670.00 ). I I I I I I I I I I I I I I I I I I I 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 recommendeGJ 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 orderto 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 subsuriace 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. I I I I I I I I I I I I I I I I I I I 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. 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, Fifth Edition, March 2003, and City of Bozeman Modifications to Montana Public Works Standard Specifications Fifth Edition, March 2004. 7.12 Appendix A and Appendix B. I I I I I I I I I I I I I I I I I I I 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. There are no Contract Documents other than those listed above in this Article 7. The Contract Documents may 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 party. 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 party or the party 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. I ~ .- .... IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. I I I I I I I I I I I I I I I I I BY$O~ Title ~d;ft.- /t.f41l~ (JOINT VENTURE) By Title City of Bozeman (OW~ By C~ ' (CITY MANAGER) APPROVED AS TO FORM: 1""". --r: --f t Q ~ IJ (CITY ATT~Y; '- c: \wpdocs \forms lag r"..frm. m rg (SEAL &) (ATTEST, ~t G:) I. 1 PERFORMANCE BOND Any singular reference to Contractor, Surety, Owner, or other party shall be considered plural where applicable. 1 1 CONTRACTOR (}game and Address): JTL Group, Inc. - Belgrade P,O. Box 9 BE:lg~de, MT 59714 OWNER (Name and Address): City of Bozeman 411 East Main Street P.O. Box 1230 Bozeman, MT 59771 CONTRACT Date: Amount: ($120,67000) One Hundred Twenty Thousand Six Hundred Seventy Dollars and 00/100 Description (Name and Location): 2006 Curbing & Sidewalk Improvements SURETY (Name and Address of Principal Place of Business): 1 Liberty Mutual Insurance Company 450 Plymouth Road, Suite 400 Plymouth Meeting, PA 19462 Travelers Casualty and Surety Company of America One Tower Square - 2SHS Hartford, CT 06183 1 1 1 1 BOND Bond Number: /190016962/104785187 Date (Not earlier than Contract Date): Amount: ($120,670.00 ) One Hundred Twenty Thousand Six Hundred Seventy Dollars and 00/100 Modifications to this Bond Form: None Surety and Contractor, intending to be legally bound hereby, subject to the terms printed on the reverse side hereof, do each cause this Performance Bond tlJ be duly executed on its behalfby its authorized officer, agent, or representative. 1 1 CONTRACTORASProNC~AL Company: JTL Gro Signature: Seal) Name and 'Title: , 1e ry R. Haven Vice-President SURETY (Seal) CON1RACTOR AS PRlNCIP AL Company: By: Signature and title Je ni er Miller torney-in-Fact (Attach Power of Attorney) ~::J)k~ fLz; SURETY 1 1 1 1 1 1 (Space is provided below for signatures of additional parties, if required.) Signature: Name and Title: (Seal) (Seal) EJCDC No. C-610 (ZOO:: Edition) Originally p~red tbroup the joint efforU of the Snrety AssoclatioD of America, Engineers Joint Contract Documents Committee, the AsIocillted Genel'lll CODtrlet&r.l oC Amtrl~ aDd tbe American Inltltute of Architect$. By: Signature and Title Jennifer Milller, Attorney-in-Fa ~" (Attac~PO fAttorney) ~' . Attest _~LA--. ~_~) Signa d Title: u (/ 1 1 00610..1 I, I. Contmctor and Swcty, jointly and sewully, bind themselves, their herin, execUlOn, administmors, SUCCC:S$On, and aaians to Owner fur the perfunnance of the Contt'8.ct, which is incorpofqtcd herein by reference. 1 2. Tf Contractor perfomu tin: ConInlCt, Surety and CootrBctor have no obligatioo Illlder this Bond, ex~ to participate in eonfecenccs u provided in Pansraph 3.1. 3. Ifthm is no Owner Default, Surety'J obliption under this Bond shall arise after: 1 3,1. Owner haJ notified Contractor and Sun:ty, at the addresses described in ParaJraph 10 below, that Owner ill considering declaring a Coobactor Default and has requested and IIl1emptlld to mange a conference with Contractor and Surety to be held not Wer lhan 15 days after receipt of such notice to discuss metloda of perfomrin, ~ Contratt. If Owner, Contractor and Sun:ty agree, Contractor sball be allowed a reasonable time to perform the Contract, but RJCh an agrc:emCllt shall not wai~ Owners right. if IlIlY, su~uc:ntly todecllR II Contractor Defiu.llt; and 3.2. Owner has declal'cd a Conlractor Default and fonnally tenninated Contractor's right to complete the COIltral:t. Such Conlraclor Default shall nO( be declared earli<< than 20 da)'3 after COIItT<u;tor and Surety ha\le received notice as provided in Paragraph 3.1; and 3.3. Owner ha& RgJeed to pay the Balance of the Cuntract I'ric:ll to: 1 1 I I. S~in accordmce wilh the termJ of the Contract; I 2. Another canlraclor selected punuant to Paragraph 4.3 to perform the Contmct. 4. When Owner has satisfied the conditions of Paragraph 3, Smety shall promptly and a( SUJdy's expense take me of the following actions: I 4.1. Amnge for Conl:lulor. with COll$Cllt of Owner. to perform and complm the ConlnCl; or I 4.2. Undertake 10 perform IlIld compllrte the Contmcl ilKlf, through its ~~ or throuah independent conlr1Icton; or 4.3. Obtain bids or negotiated proposals from qualified contractors llCCq:Uble to Owner for a contract fur perfonnanee and completion of dll! Comract, arranae for a contract to be pMparod for elteeution by Owner md Corrtrtlct:cr selected wilh Owner's concurn:nce, to be secllled with performance and paymmt bonds ex.eculJ:d by a qualifiod surety equiwleDI to 1he bonds issued on the Contract, and pay to Owner the amount of dama&es as described in PBr1Igrapb 6 in eltlleS$ of the Balance of the Contract Price ineum:d by Owner n:sultini from Contractor Dcfillllt; Of I I 4.4. Waive illi riglllto perform and complete, lIt1mIBe for cornpletion, or obtain a new oonlltlCtor and with reaMIlJlb1c promptness undet the circwnstanees; I I. A&r investigation, determine the amount for whidl it may be liable to Owner and, lIS soon ..pncticable after the Imlllll\t is determined, teI1der payment therefor to Owner; or I 2. Deny liability in whole Of' in part and notify Owner citing m",,,.ns therefor. I 5. If SW"ety does not proceed as provided in Paragraph 4 with reasonable pronlptnesl, Surety shall be deemed to be in de&ult on this Bond 15 days after receipt of an additi0l1ll1 written notice Dvm Owner to Surety demanding thai Swety perfmm its obligatiom IIlIdc:r Ibis Bond, and Owner shall be entitled 10 c:nforoe any remedy available to Owner. If Surety proceeds as provided in PlIl1lgraph 4.4, and Owner refuse$ the payment tendered or Surety his denied liability, in whole Of in part, with0Ul1Urdler notice Owner shall be entitled to enforce any remedy available to Owner. I 6. After Owner has terminated Conlnictor'a right w complete the ContnIct, and if Surety elects to act under Paragraph 4.1, 4.2. or 4.3 above, tilCIl the responsibilities of Surety to Owner shall not be ife*r tMn lhoae of CQl1Inctot WIder the Contract, and the n:sponaibilitiw of OWner to Surety shall not be gRIller thin those of Owner under the ContnIct. To a limil of the amoum of this Bond, but aubjec:t to ccmunitnlellt by Owner of the &1ance of the Conlrael Price to mitiption of costs and damages on the Contract. Surety is oblip!ed without duplication for: 6.1. The lespomibilities of Contm::tor for correction of defective Work. and completion of the Contn.ct; 6.2. Additional lega~ design pmfes&ional, and delay coats resultina fi'om Omtraetor's Default, and reau1tilli from the actions or failure to aet of S\II'ely under f'angJ1Iph 4; md 6.3. Liquidated damages, or if no liquidated damages are specified in the Contnwt, actoal daJnaae$ caused by delayed performance or non. peri'onnancc of ConlIactor. 7. Surety shall not be liable to Owner or others fw obliptions of Conll1lctor that are unrelated to the Contract, IIld the Balance of the Convaet !'me shall not be ~uced or 5et off on account of any such unre\sl:ed obligations. No riibt of action shall accrue on this Bond to any person or entity other than Owner or its hein, executors, administrators, or Ilueceuors. 8. SWllly hen:by waives notice of llIlY ehange, including chanlles of time, to CllI1hct or to related subcontracts, purc\Iase orders, IIlIod otha- .x.liptions. 9. Any proceeding, Iepl or equitable, under this 80m may be in&tiMed in any wurt of COI11p9Jit jurisdiction in the location in which the Work or part of the Wort is located and Bha.l1 be instituted within two years after ContrIlClOI' Default or within two yean: aIb:r ContnlCtor ceased working or within two years after Surety refiw:s or mils to perform Us obligations under this Bood, whicheveT occurs first If !he provisiOll$ of this pIIl'Igrapb are void or prohibited by law, the minimwn period of limitation available to awetles as II defCDjie in the jwisdiction of the 8Ilit shall be applicable. 10. Notice to Surety, Owner, or ContBctor shall be mailed or delivered to the IIddress shown on the aipatun:l page. 11. When thiJ Bond baa been furnished to comply vvith a slatutol'y requirement in the location where the COI\hI:t WlIS to be perfonned, any pro\lision in thia Bond conflicting with Mid sllltutory requirement sha11 be deemed deleted hereDvm and provisions conCunnini to suc:h awutory n:quimnent aha1l be deemed incOl'pllI1lted herein. The intent is thai this Bond shall be COIlS1Iuod as a atatul:ol)' bond md not as a common law bond. 12. Definitions. 12.1 Balance of the Contract Price: The total llmOllllt payable by Owner to Contnc:tor under the Contract after all propel' adjustments have been made, ~l1lding allowance to ContrllClllr of any IIlIOUII1S received or to be received by Owntt in settlement of inslll'llltee or other Claims for damages to which Contractor is entitled., mluoed by all valid IlIld proper payments IIIlIde to or on behalf of Conlr1letor under the Conlnlct. 12.2. C<>nnct: The agreement betwcml Owner and Comractor identified on the siJllllllUre page. including aU ConlrlIct Documents and changes thereto. 12.3. Connctor Default: Failure of Contractor, which has neither been remedied IIllT waived, to perform or otherwise to eomply with the tenns of the Contract. 12.4. Owner Dcfuult: Failure of Owner, which has n~ been remedied nor WIlived, to pay Conlnlelor as required by the Conlnlct or 10 perform and complete or comply with the other ternu thereof. I FOR INFORMATION ONLY -Name, Address and Telephone Surety Agency or Broker Willis of Minnesota, Inc. 4000 Olson Memorial Highway, Suite 300, Minneapolis, MN 55422 Owner's Respresentative (engineer or other party) I I I 00610--2 I, I I I I I I I I I I I I I I I I I I Acknowledgment of Corporate Surety COUNTY OF Hennepin ) ) ss ) STATE OF Minnesota On this ___~_~ day of ,2006 before me appeared Jennifer Miller I to be known, who being by me duly sworn did say that she is the aforesaid Attorney~in~Fact of the Liberty Mutual Insurance Company and Travelers Casualty and Surety Company of America a corporation;that the seal affixed to the foregoing instrument is the corporate seal of said corporation, and that said instrument was signed and sealed on behalf of said corporation by the aforesaid officer, by authority of its Board of Directors; and the aforesaid officer acknowledged said instrument to be the free act and deed of said corporation. (~_U ('-\ J\\. t-)o..~ --~'JiJ{' ,j Notary Public Signature (Notary Seal) r- ~ ? .. .. JILL N. SWANSON ~ NOTARY PUBLIC-MINNESOTA ~ My Commission Expires Jon, J1, 2010 ~ III I, 1908237 THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. I LIBERTY MUTUAL INSURANCE COMPANY BOSTON,MASSACHUSETTS POWER OF ATTORNEY 1 KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Insurance Company (the "Company"), a Massachusetts stock insurance company, pursuant to and by authority of the By-law and Authorization hereinafter set forth, does hereby name, constitute and appoint DENNIS LOOTS, RICHARD DONOVAN, LAURIE PFLUG, JILL SWANSON, BARBARAKELLAR, JERRY OUIMET, NINA E. WERSTEIN, JENNIFER MILLER, BRIAN D.CARPENTER,BARBARA L.RAEDEKE, ALL OF THE CITY OF MINNEAPOLIS, STATE OF. MINNESOTA................................................ ...... ................... ,...................... ........................"....... , each individually if there be more than one named, its true and lawful attorney-in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances .and other s. urety obligations in the penal sum not exceeding FIFTY MILLION AND 001100******************** DOLLARS ($ 50;000,000.00***** ) each, and the execution of such undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents,shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary ofthe Company in their own proper persons. That this power is made and executed pursuant to and by authority of the following By-law and Authorization: 1 1 1 OF ,v.} ) ,.* "I \/\'1' (' '. . )..., :'<<-:' '''If?! I I, the undersigned, Assistan ecretary of Liberty Mutual Insurance Company,. do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and Ido further certify that the officer or official who executed the said power of attorney is an Assistant Secretary specially authorized by the chairman or the president to appoint attorneys-in-fact as provided in Article XIII, Section 5 of the By-laws of Liberty Mutual Insurance Company. >. III "0 Ul Ul Gl I: 'ij) ::s .c > I: III _I: -0 ~1- >00 GlW IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of ~ 8- Liberty Mutual Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this 15th day of March , = 0 2006 ~M oit 1.."0 Gll: ~Ill OE ll.1ll .!!?o .c:o .... .. _en 01: Z'~ :ei,! =Gl ~.c Glo nto subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year = ~ E~ ;~ I:~ 00 0.... om I-~ ARTICLE XIII - Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. l Gl "0. Ii ~Ill -I.. .- III Ii ..Ill Gl> i~ IllUl ol!! I-~o .l!! III ~... Gl.... C)Ul Ii E ~ Gl I~ Illl: >Gl I~ By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys-in-fact: Pursuant to Article XIII, Section 5 of the By,Laws, Garnet W. Elliott, Assistant Secretary of Liberty Mutual Insurance Company, is hereby authorized to appoint such attorneys-in-fact as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect. LIBERTY MUTUAL INSURANCE COMPANY COMMONWEALTH OF PENNSYLVANIA COUNTY OF MONTGOMERY ss "'t:l~:0;~....., .'..'.(' ."""'."..."0 ~f'. "".\ "., )'1 ,;;': '~, .:*. k/ J-;:':~I'I ~lt"".J;."'\'r .....\~....,.::-+;.....' ByC4 6./- ~~ Garnet W. Elliott, Assistant Secretary On this ~ day of March ,2006 , before me, a Notary Public, personally came Garnet W. Elliott, to me known, and acknowledged that he is an Assistant Secretary of Liberty Mutual Insurance Company; that he knows the seal of said corporation; and that he executed the above Power of Attorney and affixed the corporate seal of Liberty Mutual Insurance Company thereto with the authority and at the direction of said corporation. ,/ CERTIFICATE COMMONWEALTH OF PENNSVLVANIA I .Noliu:ial SeIlI 1 Teresa Pastolla. NolaJy PublIC I PIymoulh Twr~, M~ Courltl' : My O:irrmi1l:>ion Exp;rllS Mar. 28, 20W BY~ Ter~sa Pastella, Notary Public ~ IN TESTIMONY WH first above written. Meti'W~{. Pe['Jri$y1vanin As.$ocil.Uon 01 NOUirll$:~ I This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March, 1980. 1 VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company, wherever appearing upon a certified copy of any power of attorney issued by the company in connection with surety bonds,shall be valid and binding upon the company with the same force and effect as though manually affixed. 1 IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal Of the said company, this day of 1 I. I I I I I I I I I I I I I I I I I I IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY have caused this instrument to be signed by their Scnior Vice President and their corporate seals to be hereto affixed this 12tJl day of February, 2004 STATE OF CONNECTICUT } 88 Hartford COUNTY OF rW<. TFORD dl~~~ ~ TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY /cr~~- -- By George W. Thompson Senior Vice President On this 12th day of February, 2004 before me personally came GEORGE W. THOMPSON to me known, who, being by me duly sworn, did depose and say: that he/she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, the corporations described in and which executed the above instrument; that he/she knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; and tJwt he/she executed the said instrument on behalf of the corporations by authority of his/her office under the Standing Resolutions thereof 'f'<\ ~ c..~ My commission expires June 30, 2006 Notary Public Marie C. Tetreault CERTIFICATE I, the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SlJRETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, stock corporations of the State of Connecticut, DO HEREBY CERTIFY that tile foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth in the Cenificate of Authority, are now in force Signed and Scaled at the Home Office of the Company, in the City of Hartford, State of Connecticut Dated this day of ,2006 ~~;;;~~ .Ij:Y "\: J {HAllTfQRlJ ~ ~l ~-tu-r-.P; - . By .~ Kori M. Johanson Assistant Secretary, Bond 1 I 1 1 I I 1 1 1 1 1 1 1 I 1 I 1 TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRA VELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY Hartford, Connctticut 06183-9062 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S)-IN-FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these presents make, constitute and appoint: B. 1.. Kellar, Dennis G. Loots, Jill N. Swanson, Laurie POug, Susan Shapiro, Nina E. Werstein, Jennifer Miller, of Minneapolis, Minnesota, their true and lawful Attomey(sHn-Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in tile nature of a bond, recognizance, or conditional undertaking and any and all consents incident tilereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attorney(s)-in.Fact, pursuant to the authority herein given, are hereby ratified and confirrned This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: VOTED: TIlat the Chairman, the President, any Vice Chainnan, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with tile Company's name and seal witilthe Company's seal bonds, recognizances, contracts of indemnity, and oUler writings obligatory in tile nllture of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of Ulis Company, provided that each such delegation is in writing and a copy lliereof is filed in tile office of the Secretary VOTED: That any bond, rccognizance, contract of indemnity, or writing obligatory in Ille nature of a bond, recognizance, or conditional undertaking shaH be valid and binding upon llie Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed willi the Company's seal by a Secretary or Assistant Secretary, or (b) duly executed (under seal, if required) by one or more Altomeys-in.Fuct and Agents pursuant to tile power prescribed in his or her certificale or their certificates of autilOrity or by one or more Company officers pursuant to a written delegation of aulliority This Power of Attorney llnd Certificate of Authority is signed and scaled by facsimile (mechanical or printed) under and by authority of the following Standing Resolution voteLl by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERlCA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, which Resolution is now in full force and effect: VOTED: TImt the signature of each of tile follOWing o/Ticers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President., any Secretary, any Assistant Secretary, and Ille seal of tile Company may be affixed by facsimile to any power of attorney or to any certificate relating lliercto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and allesting bonds and undertakings and other writings obligatory in the nature tilereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon Ule Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon Ille Company in Ille future willi respect to any boud or undertaking to which it is attached 1 (11-00 Standard) I' I I I I I I PAYMENT BOND .Any singular reference to Contractor, Surety, O\\':tler, or other party shall be considered plural where applicable. CONTRACTOR (tlame and Address): JTL Group, Inc. - Belgrade P.O. Box 9 Belgrade, MT 59714 OWNER (Name and Address): City of Bozeman 411 East Main Street P.O. Box 1230 Bozeman, MT 59771 Travelers Casualty and Surety Company of America CONTRACT One Tower Square - 2SHS Date: ~\J_~'" 10, Uu," Hartford, CT 06183 AInount ($120,670.00 ) One Hundred Twenty Thousand Six Hundred Seventy Dollars and 00/100 Description (Name and Location): 2006 Curbing & Sidewalk Improvements BOND Bond Number: 190016962/104785187 Date (Not earlier than Contract Date): A.ov* lu I 'Loc,c;. Alnount: ($120,670.00 ) One Hundred Twenty Thousand-Six-Hundred Seventy Dollars and 00/100 Modifications to this Bond Fonn: None Surety and Contractor, intending to be legally bound hereby, subject to the terms printed on the reverse side hereof, do each cause this Payment Bond to be duly executed on its behalf by its authorized officer, agent, or representative. I I I I I I I I I R. Haven Vice-President (Space is provided below for signatures of additional parties, if required.) CONTRAcrOR AS PR1NCIP AL Company: Signature: Name and Title: (Seal) I I I SURETY (Name and Address of Principal Place of Business): Liberty Mutual Insurance Company 450 Plymouth Road, Suite 400 Plymouth Meeting, PA 19462 SURETY (Seal) By: Signature and Ti e Jennl r Miller (A_hPo_otA~ . Attest a.~ ~ Signa~~ y SURETY (Seal) t. EJCDC No. C~15 (1002 Edition) )rlglnally prepared through the joint efforts of the SlIrety AsIocllltWn of America, Engln~rs Joint Contract Docaments Comlnlttee, tbe A~soc:lated Genenl CoutrKtol'l of America, tbe American lu,t1tl1te oC Architects, the AmerIcan Subamtrac:ton Auoclatlon, and tlIe Auocilted SpecWty CoDt...c:tOn. I 00615--1 I. I. Contractor and Surety, jointly and severally, bind themselves, their hein, executors, administrators, successors, and assigns to Owner to pay for labor, materials, and equipment furnished by Claimants for use in the perfQfllllllCC of the Contract, which is incorporated herein by refen::nce. 2. With respect to Owner, this obligatiOll shall be null and void ifContraetor: 2.1. Promptly makes payment, directly or indirectly, for all sums due Claimanl$, and I I I 2.2. Defends, indemnifies, and holds hannless Owner from all clailDl!, demands, liens, or suits alleging non-payment by Contractor by any pmon or mtity who furnished labor, mlterials, or cquipmalt for use in the perfonnance of the Contract, provided Owner has promptly notified Contractor and Surety (at the addresses described in Paragraph 12) of any claims, demands, li~, or suitl and tendered defense of such clai1llll, dcnumds, liens, or suits to Contractor and Surety, and provided there is no Owner Default. 1 I 3. With respect to Claimants. this obligation shall be null and void if ContrllCIOf promptly makes payment, directly or indirectly, for all sums due. 4. Surety shall have no obligation to Claimants un4er this Bond until: I 4.1. Claimants who are employed by or have a direc:t c:onlraCt with Contractor have given notice to Surety (at the addresses described in Paragraph 12) and sent a copy, or notice thereof, to Owner, stating that a claim is being made under this Bond an4, with substantial atCuracy, the amount of the claim. I 4.2. Claimants who do not have a direct contract with Connctor: I I. Have furnished wrillCll notice to Contractor and sent a copy, or notice thereof, to Owner, within 90 days after having last pcrfonned labor or but fumished mattrials or equipment included in the claim litating, 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 perl'mncd; and I 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 ComnnmicatiOll from CMb'actor by which Cootractor had indicated the claim will be paid directly or indirectly; and 3. Not having been paid within the ab.:we 30 da)'ll, have sent a written notice: to Surety and lent l 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. I I I 5. If a notice: by a Claimant required by Paragraph 4 is provided by Owner to Contractor or to Surety, that is sufficient compliance. I 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 lUISwer to that Claimant, with a cO?Y to Owner, within 4S days after receipt of the: claim, stalins the IIJ:l:lOUIlls that are undisputed and the basis for challenging any lffiOUnts that arc disputed. I 6.2. Payor ammgc for payment of any undisputed amounts. 7. Surety's total obliption shall not exceed the: amount of this Bond, and the atnOlmt of this Bond shall be credited for any payments made in good faith by Surety. I 8. Amounts owed by Owner to Contractor under the Contract shall be used for the performance of the Contract and to satisfy claitnli, if any, under lUIy performance bone!. By Conl1actor furnishing md Owner accepting this Bond, they agree that all funds earned by ContraCtor in the performance of the: Contract arc dedicated to satisfy obliptiOl\$ of ContractOf and Surety under this Bond, subject to Owner's priority to use the funds for die completion of the Work. 9. Surety shall not be liable to Owner, Claimants, or others for obligations of Contractor him: 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 obliptiOllS to make paymenl$ to, give notices OIl 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 whic:h the Work or part of the Work is located or af\er the expiration of one )'eaT from the: date (I) 00 which the Claimant gave the: notice required by Paragraph 4.1 or PBI1lgrBph 4.23, or (2) on which the last labor or service was performed by anyone or the 11ISt materials or equipment were furnished by anyone under the Construction Contract, vffiichcver of (I) or (2) first occurs. IC the provisions of this pangraph are void Of 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 accomplWhcd, shaIl be sufficient compliance as of the date received at the address shown on the sipwre page. 13. When this Bond has been furnished toclJt11)1y with a stawtory requirement in the location where the Contract Wl\8 to be pafonned. any provision in this Bond conflicting with said statutory requirement shall be dmned dele:tetl herefrorn and provisions conforming to such stan1tory requimncnt shall be deemeod incorporated min. The intent is that this Bond shall be construed as a statuloly Bond and nOl as a common law bond. 14. Upon request of any person or entity IppCIIring to be a potential beneficiary of this Bond. Contractor shan promptly furnish a copy of this Bond or shall pmnit a cgpy to be: made. IS. DEFINITIONS 15.1. Claimant AIl individual or entity having a direct contract with ContraCtor, or with a first-tier subconlnetor af Conlnlctor, to furnish labor, materials, or equipment for use in the perfunnancc: of the Contm:t. The intent of this Bond shalt be to include without limitation in the tennS "labor, materials or equipment" that part of water, gas, power, light, heat, oil. gasoline, telephone service, or rental equipm=nt used in the Contract. archib!etural and engineering services required for performance of the Work of Contractor and Contractor's Subcontractors, and all other itcm& for which a mechanic's lien may be aascrted in the jurisdiction where the labor, materials, or equipment were furnished. 15.2. Contm;t: The agreement between Owner and Contrillctor identified on the signature page, including all Cootnct Documents and changes thereto. 15.3. Owner DefllUlt Failure or Owner, which has neithcrb<:en remedied nor waived, to pay Contt1letor as n:quiml by the: Contm;t or to perform and complete or comply with the other terms thereof. I FOR INFORMATION ONLY - Nantt, Addrea and TdepboDC Surety AJeoey or Broker: Willis of Minnesota, Inc. D_tr'. Repraatlltivl (clIglofer or other party): I 1 4000 Olson Memorial Highway, Suite 300, Minneapolis, MN 55422 00615--2 I Client#: 4861 MTCONTRA I 4CORDT" CERTIFICATE OF LIABILITY INSURANCE I DATE (MM/DDIYYYY) 08/01106 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Hoiness LaBar Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE A Member of Payne Financial Group HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 30638 Billings, MT 59107-0638 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: ACE American Insurance Co. JTl Group/Belgrade INSURER B' PO Box 9 INSURER C: Belgrade, MT 59714 INSURER D: INSURER E. I I I COVERAGES I THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS 'Li-~R' NSR[ TYPE OF INSURANCE POLICY NUMBER PDO;+~~~~i6'8JJ~\E Pg~flr~>;:'~~~N LIMITS GENERAL LIABILITY EACH OCCURRENCE $ - - COMMERCIAL GENERAL LIABILITY ~~~6~~JO _RENTED $ [J CLAIMS MADE D OCCUR MED EXP (Anyone person) $ - PERSONAL & ADV INJURY $ - GENERAL AGGREGATE $ - GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COM PlOP AGG $ "I nPRO- n POLICY JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT - $ ANY AUTO (Ea acc;dent) - ALL OWNED AUTOS BODILY INJURY - $ SCHEDULED AUTOS (Per person) - HIRED AUTOS BODILY INJURY - $ NON-QWNED AUTOS (Per accident) - - I'ROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY. EA ACCIDENT $ H ANY AUTO OTHER THAN EA ACC $ AUTO ONLY. AGG S OESS/UMBRELLA LIAI:'lILITY EACH OCCURRENCE $ OCCUR D CLAIMS MADE AGGREGATE $ $ R DEDUCTIBlE $ RETENTION $ $ WORKERS COMPENSATION AND I WC STATU- I IOTH- TnRY liMITS FR EMPlOYERS' LIABILITY ANY PROPRIETORlr-ARfNER/EXECUTIVE E.L. EACH ACCIDI"NT $ OFFICER/MEMBER EXCLUDED" E.L. DISEASE - EA EMr'LOYEE $ If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE. POLICY LIMIT $ A OTHI"R Workers Comp WCUC42795136 01/01/06 01/01/07 Coverage A - Statutory Employers Liability-NIL DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED I:'lY ENDORSEMENT I SPECIAL PROVISIONS Subject to the terms and conditions of the policy as issued by the Insurance Company. SIR for Work Comp $750,000 each accident. Covers Montana State Resident Employees. All claims are administered by the Montana Contractor Compensation Fund. JOB: 2006 Curbing & Sidewalk Improvements I I I I I I I I I I CERTIFICATE HOLDER CANCELLATION I SHOUW ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION City of Bozeman DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL ----6.0.- DAYS WRITTEN PO Box 1230 NOTICE TO THE CERTIFICATE HOWER NAMED TO THE LEFT, I:'lUT FAILURE TO DO SO SHALL Bozeman, MT 59771-1230 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENT A TlVES, A("!ORIZED REPRESENTATIVE ", II 1/ . ACORD 25 2001/08 '-.- @ ACORD CORPORATION 1988 ) 1 of 2 #S246358/M216072 VE1 I I I I I IMPORTANT I If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). I I If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). I DISCLAIMER I The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. I I I I I I I I I I I ACORD 25-5 (2001/08) 2 of 2 #S246358/M216072 RODUCE:R Marsh USA Inc. 333 South 7th Street, Suite 1600 Minneapolis, MN 55402-2400 '43750-JTLBE-GAX- if~:,%-::;:::I:"x.x:.::... .. ~.z;;':'..~:::::. CE:RTIFICATE: NUMBE:R CHI-001513155-01 THIS CE:RTIFICATE: IS ISSUE:D AS A MATTE:R OF INFORMATION ONLY AND CONFE:RS NO RIGHTS UPON THE: CE:RTIFICATE: HOLDER OTHER THAN THOSE PROVIDED 11II THE POLIcY. THIS CERTIFICATE: DOES NOT AMEND, EXTEND OR AlTER THE COVE:RAGE AFFORDED Iff THE POLICIES DESCRIBED HEREIIl. COMPANIES AFFORDING COVERAGE CQlAPt>NY A LIBERTY MUTUAL FIRE INS. CO. fSURE:D JTL GROUP, INC. - BELGRADE PO BOX 9 BELGRADE, MT 59714-0009 CQlAPt>NY B ASSOCIATED ELECTRIC & GAS INSURANCE SERVICES LTD. CQlAP t>NY C CQlAPt>NY D i9~~~~*t~~;;~.,~.~~~:]Jjji.mf~ijW~~I~'t~..n.'. . w ...". ~., ,. d_,~~%mit~l$im' THIS IS TO CERTIFY THAT paJClES OF INSJRANCE DESCRIBED HEREIN HAVE' SE;EN ISSUED TO THE INSJRED NIIMED HffiEIN FOR THE PQICY PERIOD INDICATED I NOTWTHsrANDING ANY REQUIREMENT, TERM OR CONDITICN OF ANY CONTRACT OR aTHffi DOaJMENT \MTH RESPECT TO WHICH THE CffiTIFICATE MAY BE ISSJED OR MAY PF.RTAlN, THE' INSJRANCE AFFORDED BY THE POUClES DESCRIBED HERBN IS SUBJECT TO ,&lL THE TERM~ CONDITIONS AND EXCLUSQNS CF SUQ1 POLICIES AGGRE'GATE LIMITS SiO\M'.l MAY HAVE' BEEN REDUCED BY PAID CLAIMS. TYPE: OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLIcY EXPIRATIOO L1M ITS DATE (M M /DDIYY) DATE (MM/DDrvY) 01101106 01101107 GENERALAGGREGAT~ $ 2,000,000 PRODUCTS" COItIP/OP AGG $ 2,000,000 PEROONI'L &ADVINJURY $ 1,000,000 EACH OCaJRRE:NCE $ 1,000,000 $ 500,000 $ 10,000 01101106 01101107 COMBINED 9NGLE: L.lMIT $ 1 ,000,000 BODIL Y INJURY $ (Per p...."") BODIL Y INJURY $ (Per a<x:ldMl) PROPERTY DMIIAGE $ GEIlERAL UABILITY RG2641 005097-046 COMMERCIAl. GENERAL LIABILITY I CLAIMS MADE ~ OCCUR CMNER'S & CCNTRACTOR'S PROT PFR PROJFr.T AGGRFGAT IlI.ITOM08ILE L1ABIUTY AS2641 005097-056 ANY AUTO I'LL ONNED AUTOS SCHEDULED AUTOS X HIRED AUTOS X NON-OWNED AUTOS ANY AUTO AUTO ONLY -EAACCIDENT $ ctrHER THAN AUTO ONLY. ~.EJ39h:i=i~ci~-:-00%lir: GARf>.IlE LIABILITY X0259A1A06 01101106 01101107 EACH ACCIDENT AGGREGATe' EACH OCCURRENCIE AGGRE;GATE 5,000,000 5,000,000 ---1 UMBRELLA FORM X OTHER THAN UMBRELLA FORM WORKERS COMPENSA lOll AND EMPLOYERS" LIABilITY ;~' -1;:~~~llif~1' THE PROPRI80RI P~RTNFRSIE'XECUTIVE CFFICERS ARE' INGL I EX.Cl, $ E'L DISEASE-PQLICY LIMIT $ EL DISEASE-EACH EMPLOYEE $ DESCRIPTION OF OPERf>.TIONSILOCATlONSNEHICLES/SPEClAL ITEMS Re: 2006 Curving and Sidewalk Improvements City of Bozeman is (are) induded as an additional insured as required by written contract as respects the General Uabillty ~I a-IOULO A"^' OF THE PouClEs DESCIllaED """-EIN BE cANCELLED BEFO"E THE EXPI"ATION DATE TI-EREa: Tl-t:! tNSJR.E~ ^FFORnlNG COVE!RA~ WLL e~eAVCA TO Mll.IL ....-..4!i nAYS WRITTEN NOTICE TO ,He: ~I~ o~~o~~~Oan ce"-T1FlcATE I1QDE"- W\t.'eD HE"-.'N Bl/T FAILUflE TO ~L !UCH NOTICE SHALL IMeaSE NO oaU""T1CN '" Bozeman, MT 59771 UASICITYOF A,,^,KIN1IJ1>ONTI-E INaJR.ER AFFoRDING calE"-AGS ITS AGSNTS 0"- "-EP"-ESENTATIIISS OR n". ~ 15SlJE~ OFT1-ISCEFtT1FICA1'e MARSH USA INC. BY: ChristyN.Miller ~~ily~ ~ ,;;~~!~!I;~~;!'li~li'"I'"'''ltl(IIII;!I~/' ,~,w'VAUC~A~:'~:;~t~~~;~:~i0R7f~,:j,,':,;i I I I I I I I I I I I I I I I I I I I STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT (See Montana Public Works Standard Specifications 5th Edition) I I I I , , I . I ~ t , I I I J C C , . l- . . SECTION 00810 SUPPLEMENT ARY 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, 2002 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 A&'feement, attach executed copies of the required Bonds and Power of Attorney and Certificate of Insurance and submit an 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 infonnation 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 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS Page 1 of 12 I I I I I I I I I I I I I I I I I I I 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 2.0S.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 from Contractor's full responsibility therefore. Add the following after Paragraph 2.07.A.3: Contractor's Schedule of Equipment will be acceptable to Engineer as to fonn and substance if it provides the necessary information to reference the equipment and establish the hourly rates in accordance with paragraph II.OI.A.S .c. SC - 4.01 A V AILABILITY OF LANDS Add to Paragraph 4.01.C 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: Section 00810 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS Page 2 of 12 ~ .- .- .. .- . . III .- .- III .- ., III .- . . . . . . . . . . . . . . . . . . . - c c ~ l- . . c c c . . . ~ c c . . It . . c c ~ 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 wntmg 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 begilU1ing 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: Reference is made to the Special Provisions for the identification.. ... 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 Section 00810 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS Page 3 of 12 I I I I I I I I I I I I I I I I I I I insurance has been obtained and certificates of insurance, with binders, or certified copies of the insurance policy shall have been filed with the Owner and the Engineer. All insurance coverages 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 5.04.B: 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. State Applicable Federal (e.g. Longshoremans) Employer's Liability Statutory Statutory $ 500,000.00 a. b. c. 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. GENERAL AGGREGATE $ 3,000,000.00 a. 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 p Operations 2. Operations of Independent Contractor 3. Contractual Liability 4. Personal Injury Section 00810 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS Page 4 of 12 . . . . . . . - - . . - .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . - - - - .. c C I: -- . I- ~ C C p . ~. . l- e c t: -- . I- ~ C ~ 5 Products and Completed Operations 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 ofthe General Conditions: a. Bodily Injury: Each Person Each Accident $ 500,000.00 $ 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.B. 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.BA. of the General Conditions shall provide coverage for not less than the following amounts: Each Occurrence Aggregate $ 1.000,000.00 $ 3,000,000.00 Section 00810 SUPPLEMENTARY CONDITIONS TO THE GENERA.L CONDITIONS Page 5 of 12 I I I I I I I I I I I I I I I I I I I SC- 5.04.B.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 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS Page 6 of 12 .. .. .. .. .. .. .. .. - - . - . . c c -: . . l- I: C C . .J l- . .l C C C . IIi II) ~ C C 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.C of the General Conditions. D. The policies of insurance required to be purchased and maintained by Contractor in accordance with this paragraph 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.B: Regular working hours are defined as 8:00 AM. to 5:00 P.M. Emergency work may be done without prior permission. SC-6.04 PROGRESS SCHEDULE Delete Paragraph 6.04.A.l 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 orderly 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 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS Page 7 of12 I I I I I I I I I I I I I I I I I I I sc- 6.13 SAFETY AND PROTECTION Add new paragraphs to the end of paragraph 6.13.0 of the General Conditions as follows: E. 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 otheIWise 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. F. 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 otheIWise 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 be 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 otheIWise 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. G. 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. H. Safety provisions must be entirely adequate and meet with City or State and Federal regulations to protect the public on these streets and roads. Section 00810 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS Page 8 of 12 .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. - . - - c c ~ II . It ~ C C t: I- .i l- e c ~ .l Ill; .: ~: C C 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- ] 1.01 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 cost for the use of all construction equipment and machinery and parts thereof whether owned by the 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. Transportati on, loading 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 Wark. 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. ") .... 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 equipment rental rates will be negotiated prior to the work being performed. Section 00810 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS Page 9 of 12 I I I I I I I I I I I I I I I I I I I SC-ll.03 UNIT PRICE WORK Delete paragraph I1.03.D.1 and 2 of the General Conditions m 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 amounts 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.l 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 l4.02.B.5.a through I4.02.B.5.d inclusive, I4.02.D.1.a. through 14.02.D.1.d inclusive, or I5.02.e. 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 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS Page 10 of 12 . . . . . . II . .. . . . . .- ~ .. . ~ . . . . . . . . . . . . . . . . . .)' -- -. _.i .. ... P .! 1-' . a.r .:' c -= p') .' 1-' .' I., C C Pi .' 1-.', . lit; C" C SC -14.02.C PAYMENT BECOMES DUE Delete Paragraph 14.02.C.1 of 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 will be paid by Owner to Contractor with in 30 days of the day of the month stipulated above at the preconstruction conference. SC- 14.02.D.l.c Amend the sentence of Paragraph 14.02.D.l.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 full 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 Section 00810 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS Page 11 of12 I I I I I I I I I I I I I I I I I I I use of any facilities not specifically identified in the Contract Documents will be in 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 work 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 l4.06.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-17.01 GIVING NOTICE Add the following to Paragraph l7.01.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 Section 00810 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS Page 12 of 12 . . . . . . . . . . . . . . . . . . . . . . - . - . . - - . - - - - .- I I I I MONTANA PREVAILING WAGE RATES I Highway Construction I Rates effective: March 10,2006 I I Brian Schweitzer, Governor State of Montana Keith Kelly, Commissioner Department of labor & Industry I I I To obtain copies of prevailing wage rate schedules, contact: Research and Analysis Bureau, Workforce Services Division Montana Department of Labor and Industry P. O. Box 1728,840 Helena Ave. Helena, MT 59624-1728 Phone 406-444-2430 FAX 406-444-2638 Toll free 800-541-3904 TDD 406-444-0532 I I I We're also on the Internet at: www.ourfactsyourfuture.org For information relating to public works projects and payment of prevailing wage rates visit ERD at: www.mtwagehourbopa.com or contact them at I I I I I Employment Relations Division Montana Department of Labor and Industry P. O. Box 6518 Helena, MT 59604-6518 Phone 406-444-5600 TOD 406-444-5549 The Research and Analysis Bureau welcomes questions, comments and suggestions from the public. In addition, we'll do our best to provide information in accessible format, on request, in compliance with the Americans with Disabilities Act. 1 Highway Construction - Montana I I I I I I I I I I I I I I I I I I I TABLE OF CONTENTS MONTANA PREVAILING WAGE REQUIREMENTS: A. Date of Publication..................................................................4 B. Definition of Highway Construction.......................................4 C. Definition of Public Works Projects........................................4 D. Prevailing Wage Schedule.... ..... ......... ...... ......................... ......4 E. Fringe Benefits................................................................... . . ...5 F. Apprentices.... ........ .... ................................. .......................... ...6 G. Posting Notice of Prevailing Wage.................................. .......6 H. Employment Preference................................................... .......6 1. Rates to use for Projects..................................................... ......6 2 Highway Construction - Montana I I I I I I I I I I I I I I I I I I I MONTANA PREVAILING WAGE RATES Highway Construction Rates effective: March 10.2006 Brian Schweitzer, Governor State of Montana Keith Kelly, Commissioner Department of Labor & Industry To obtain copies of prevailing wage rate schedules, contact: Research and Analysis Bureau, Workforce Services Division Montana Department of Labor and Industry P. O. Box 1728, 840 Helena Ave. Helena, MT 59624-1728 Phone 406-444-2430 FAX 406-444-2638 Toll free 800-541-3904 TOO 406-444-0532 We're also on the Internet at: www.ourfactsyourfuture.org For information relating to public works projects and payment of prevailing wage rates visit ERD at: www.mtwagehourbopa.com or contact them at Employment Relations Division Montana Department of Labor and Industry P. O. Box 6518 Helena, MT 59604~6518 Phone 406-444-5600 TOO 406-444-5549 The Research and Analysis Bureau welcomes questions, comments and suggestions from the public. In addition, we'll do our best to provide information in accessible format, on request, in compliance with the Americans with Disabilities Act. 1 Highway Construction - Montana I I I I I I I I I I I I I I I I I I I TABLE OF CONTENTS MONTANA PREVAILING WAGE REQUIREMENTS: A. Date of Publication....... ......................... ....... ..... ............. .........4 B. Definition of Highway Construction.......... ......... ...... ..............4 C. Definition of Public Works Projects........................................4 D. Prevailing Wage Schedule.......................................................4 E. Fringe Benefits..................................................................... ...5 F. Apprentices............ ........ .................................................. .... ....6 G. Posting Notice of Prevailing Wage.........................................6 H. Employment Preference................................................... .......6 1. Rates to use for Projccts...........................................................6 2 Highway Construction ~ Montana I I I MONTANA PREVAILING WAGE REQUIREMENTS Hiahwav Construction I The Commissioner ofthc Department of Labor and Industry, in accordance with Sections 18-2-40 I and 18-2-402 of the Montana Code Annotated, has determined the standard prevailing rate of wages for the occupations listed in this publication. I I The wages specified herein control the prevailing rate of wages for thc purposes of 18-2- 401, et seq., Montana Code Annotated. It is required that each employer pay, as a minimum, the rate of wages, including fringe benefits and zone pay applicable to those occupations in which the work is being performed, as provided in the attached wage determinations. I All Montana Prevailing Wage Rates are available on the Internet at: www.ourfactsyourfuture.org or by contacting the Research and Analysis Bureau at (800) 541-3904 or TDD (406) 444~0532. I In addition, this publication provides general information concerning compliance with Montana's Prevailing Wage Law and payment of prevailing wages. For detailed compliance information relating to Public Works projects 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. I I I KEITH KELLY Commissioner Department of Labor and Industry State of Montana I I I I I I 3 Highway Construction - Montana I I I I I A. Date of Pub lie at ion: March 10,2006 B. Definition of Highway Construction I The Administrative Rules of Montana (ARM) 24.17.501 (3) - 3(a), Public Works Contracts For Construction Services Subject to Prevailing Rates, states that "Highway construction projects include, but are not limited to. the construction, alteration, or repair of roads, streets. highways, runways, taxiways, alleys. trails, paths, and parking areas, bridges constructed or repaired in conjunction with highway work, and other similar projects not incidental to building construction or heavy construction. I I Highways construction projects include, but are not limited to, alleys, base courses, bituminous treatments, bridle paths, concrete pavement, curbs, excavation and embankment (for road construction), fencing (highway), grade crossing elimination (overpasses or underpasses), guard rails on highways, highway signs, highway bridges (overpasses, underpasses, grade separation). medians, parking lots, parkways, resurfacing streets and highways. roadbeds, roadways, runways, shoulders, stabilizing courses, storm sewers incidental to road construction, street paving, surface courses, taxiways, and trails." I I I Federal Davis.Bacon wage rates as published in U,S. Department of Labor General Wage Decision No. MT20030002 10/0712005 have been adopted by the Montana Department of Labor and Industry for use in Highway Construction projects and are included in this publication. These rates apply statewide or as shown in MT20030002 10/07/2005. I C. Definition of Public Works Projects I The Montana Code Annotated (18-2-401 (11 )(a)) defines "public works contract" as '''a contract for 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 is which the total cost ofthe contract is in excess of$25,000." I D. Prevailing Wage Schedule I This publication covers only Highway 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 rates schedules for Building Construction, Heavy Construction and Non-construction Services occupations can be found on the Internet at www.ourfactsyourfuture.org or by contacting the Research and Ana]ysis Bureau at (800) 541-3904 or TOO (406) 444-0532. I I E. Fringe Benefits I Section 18-2-412 of the Montana Code Annotated states that: I 4 Highway Construction - Montana I I ..---...-.-..-....---. I I I I I I I I I I I I I I I I I I I - ------.-...- "(1 )... 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 United States Department of Labor; or (c) make payments using any combination of methods set forth in subsections (1 )(a) and (I )(h) so that the aggregate of payments and contributions is not less than the standard prevailing rate of wages, including fringe benefits for health and welfare and pension contributions that meet the requirements of the Employee Retirement Income Security Act of 1974, travel, or other bona fide programs approved by the United States Department of Labor, that is applicable to the district for the particular type of work being performed. (2) The fringe benefit fund, plan, or program described in subsection (I )(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 ofthe Employee Retirement Income Security Act of 1974 or that are approved by the United States Department of Labor:' Employers are obligated to pay the wage rates and fringes as listed in the booklet, including the zone hourly rate when applicable. For heavy and highway construction occupations, the vacation benefit amount is not included in the prevailing wage rate, unless stated otherwise. 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. F. Apprentices Wage rates for apprentices registered in approved federal or state apprenticeship programs are contained in those programs. However. apprentices not registered in approved federal or state apprenticeship programs will be paid the prevailing wage rate when working on a public works contract. G.I'osting Notice of Prevailing Wages Section 18-2-406, Montana Code Annotated, provides that contractors, subcontractors, and employers who are performing work or providing services under public works contracts as provided in this part shall post in a prominent and accessible site on the project or work area, not later than the first day of work, a legible statement of all wages to be paid to the employees on such site or work area. 5 Highway Construction - Montana I I I H. Employment Preference I Sections 18-2-403 and 18-2-409, Montana Code Annotated require contractors to give preference to the employment of bona fide Montana residents in the performance of work on public works contracts. I 1. Rates to Use for Projects I Rates to be used on a public works project are those that are in effect at the time the project and bid specifications are advertised. I I I I I I I I I I I 6 Highway Construction - Montana I I I I I I I I I I I I I I I I I I I I I MONTANA STATEWIDE PREVAILING DAVIS-BACON Rates Effective: March 10, 2006 HIGHWAY CONSTRUCTION WAGE RATES General Wage Determinations Issued Under the Davis-Bacon and Related Acts State: Montana Construction Types: Highway Counties: Montana Statewide. 7 Highway Construction - Montana I I HIGHWAY CONSTRUCTION PROJECTS I I **ZONE PAY** I CARPENTERS, CEMENTS MASONS, IRON WORKERS, LABORERS, POWER EQUIPMENT OPERATORS, TRUCK DRIVERS I The hourly wage rates applicable to each project shall be determined by measuring the road miles over the shortest practical maintained route from the County Court House of the following towns to the center of the job: I BILLINGS, BOZEMAN, BUTTE, GREAT FALLS, HAVRE, HELENA, KALISPELL, LEWISTOWN, MILES CITY, MISSOULA I ZONE 1: ZONE 2: ZONE 3: o to 30 miles 30 to 60 miles - Base Pay +$2.20 Over 60 miles - Base Pay + $3.20 I I I I I I I I I 8 Highway Construction - Montana I I I I Rates Fringes I I Carpenters: Carpenter...................$ 21.64 Piledriverman...............$ 21.64 Cement Mason...................$ 19.39 6.00 6.00 6.00 I Electricians: Area 1...................... $ 18. 74 Area ::::...................... $ 20.13 Area 3...................... $ 19.98 Area 4...................... $ 19.84 Area 5...................... $ 20.54 Area 6...................... $ 18.02 ::::.93+3.806 4.76+3.806 3.44+3.8% 3.51+3.8"6 3.54+3.8% 3.44+3.8% I I ELECTRICIANS AREA DESCRIPTIONS I AREA 1: Beaverhead, Deer Lodge, Granite, Jefferson, Madison, Silver Bow, and Powell Counties I AREA 2: Big Horn, Carbon, Carter, Custer, Dawson, Fallon, Garfield, Golden Valley, Musselshell, Powder River, Prairie, Rosebud, Stillwater, Treasure, Wibaux, and Yellowstone counties I I AREA 3: Blaine, Cascade, Chouteau, Daniels, Fergus, Glacier, Hill, Judith Basin, Liberty, McCone, Petroleum, Pandera, Phillips, Richland, Roosevelt, Sheridan, Teton, Toole, Valley, and Wheatland Counties I AREA 4: Counties Broadwater, Lewis and Clark, and Meagher I AREA 5: Flathead, Lake, Lincoln, Mineral, Missoula, Ravalli, and Sanders Counties AREA 6: Gallatin, Park, and Sweet Grass Counties I I Ironworker Flathead, Glacier, Lake, Lincoln, Mineral, Missoula and Sanders Cos....$ 22.54 Remaining Counties..........$ 21.04 10.99 10.87 I I 9 Highway Construction - Montana I I I I I I I I I I I I I I I I I I I I I . __ _..u..._ Laborers: Group 1................... _ . $ 15.59 Group 2....... . . . . . . . . . . . . . . $ 18. 16 Group 3......... _ . . . . . . . . . . . $ 18 _ 34 Group 4... _ _ . . . . . . . . . . . . . . . . $ 19.17 6.00 6.00 6.00 6.00 LABORERS CLASSIFICATIONS GROUP 1: Flag person GROUP 2: All General Labor work; 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 Plant Worker; Fence Erector; Form Setter; Form Stripper; Heater Tender; Landscaper; Pipe Wrapper; Pot Tender; Powderman Tender; Rail and Truck Loaders and Unloaders; Riprapper; Sealants for Concrete and other materials; Sign Erection, Guard Rail and Jersey Rail; Stake Jumper; Spike Driver; Signalman; Tail Hoseman; Tool Checker and Houseman; Traffic Control worker GROUP 3: Concrete Vibrator; Dumpman (Grademan); Equipment Handler; Geotextile and Liners; High-Pressure Nozzlemen; Jackhammer (Pavement Breaker); Laser equipment; Non-riding Rollers; Pipelayer; Posthole Digger (power); Power Driven Wheelbarrow; Rigger; Sandblaster; Sod Cutter~ power; Tampers GROUP 4: Ashpalt Raker; Cutting Torch; Grade Setter; High-Scaler; Power Saws (Faller & Concrete); Powderman ($1.00 per hour above Group 4 rate); Rock & Core Drill; Track or Truck mounted Wagon Drill; Welder including Air Arc Line Construction Equipment Operator..... .....$ 19.16 5.05 Groundman..... .._........ ...$ 15.40 5.05 Painters: . . . . . . . . . . . . _ . . . . . . . . . $ 19.55 5.50 Pavement marking and related work. Includes operating marking and all other equipment and all work involved in traffic marking including removal, surface preparation and application of pavement markings including epoxies, paints, tape, buttons, thermo- plastics and any other products 10 Highway Construction - Montana I I I applied for traffic marking purposes and for directing and regulating traffic I Power Equipment Operator Group 1..................... $ 19.54 Group 2..................... $ 20.43 Group 3..................... $ 21.19 Group 4..................... $ 21. 80 Group 5.................. _ . . $ 22.98 Group 6..................... $ 23.58 Group 7 _ . . . . . . . . . . . _ . . . . . . . . $ 25. 42 6.00 6.00 6.00 6.00 6.00 6.00 6.00 I I POWER EQUIPMENT OPERATORS CLASSIFICATIONS I GROUP 1: A-Frame Truck Crane; Air Compressor; Auto Fine Grader; Belt Finishing Machine; Boring Machine (small); Cement Silo, 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; Pumpman; Oiler (All, except Cranes and Shovels) I I I GROUP 2: Air Doctor; Backhoe/Excavator/Shovel to & incl 3 cu yd Bit Grinder; Bitunimous Paving Travel Plant; Boring Machine, large: Broom, Self-Propelled; Concrete Bucket Dispatcher; Concrete Conveyor; Concrete Finish Machine; Concrete Float and Spreader; Concrete Travel Batcher; Distributor; Dozer, Rubber tired, Push, and Side Boom; Drills, Heavy Duty (all types); Elevating Grader/Gradall; Field Equipment Serviceman; Front-end Loader 1 cu yd to and incl. 5 cu yd; Grade Setter; Hoist/Tugger (All Hydralift & Similar); Industrial Locomotive; Motor Patrol (Except Finish); Mountain Skidder; Oiler, Cranes & Shovels; Pavement Breaker, EMSCO; Power Saw, Self-Propelled; pugmill; Pumpcrete/ Grout Machine; Punch Truck; Rollers (All except Asphalt Finish and Breakdown); Ross Carrier; Rotomill under 6 ft; Trenching Machine; Washing/Screening Plant I I I I I GROUP 3: Asphalt Finish Roller; Asphalt Breakdown Roller; Asphalt Paving Machine; Backhoe/Excavator/Shovel larger than 3 cu yd; Asphalt Screed; Concrete Batch Plant; Cableway Highline; Concrete Curing Machine; Cranes, 24 tons & under; Cranes, Creter; Cranes, Electric Overhead; Concrete Pump; Curb Machine/Slip Form Paver; Finish Dozer; Mechanic/Welder; pioneer Dozer; Rotomill 6 ft and over; Scraper, Single Engine; Scraper Twin or pulling Belly Dump; Yo Yo Cat Front-end Loader over 5 cu yd; I I 11 Highway Construction - Montana I I I I I GROUP 4: Asphalt/Hot Plant Operator; Cranes, 25 tons to 44 tons; Crusher Operator; Finish Motor Patrol; Finish Scraper I SPECIAL OPERATORS: I GROUP 5: Cranes, 45 tons to and including 74 tons GROUP 6: Cranes, 75 tons to and including 149 tons I I GROUP 7: Cranes, 150 tons to and including 250 tons; Cranes over 250 tons: add $1.00 for every 100 tons over 250 tons; Crane, Stiff-Leg or Derrick; Crane, Tower all); Crane, Whirley (all); Helicopter Hoist I Truck drivers: Group 1..................... $ 16.91 Group 2..................... $ 21.64 6.00 6.00 I GROUP 1: Pilot Car I GROUP 2: 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 I I I WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. -----------~-~~---~----------~-~---~---------~-~~--~------- ~~~--~--~~---------~~~----------------~----~---------~~-~-~ I I Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). I I 12 Highway Construction - Montana I I -- I I I In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. I -----------------~~~~-~----~------------------~~--~-------- ~---~----------------------------~~---~~~-~~------------~-- I END OF GENERAL DECISION I I I I I I I I I I I I 13 Highway Construction - Montana I I I I I I I I I I I I I I I I I SPECIAL PROVISIONS 1. GENERAL The work to be performed under this contract involves furnishing all labor, materials, equipment, supplies and services necessary for the installation of new concrete sidewalks and pedestrian ramps, removal and replacement of concrete curbing, and the removal and replacement of existing concrete sidewalks. All work shall be performed in accordance with applicable sections of the Montana Public Works Standard Specifications Fifth Edition (MPWSS), published March 2003; and is further modified herein by the City of Bozeman Modifications to MPWSS, dated March 2004, which is hereby included as part of these specifications. All references to MPWSS sections, unless otherwise noted, is 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 generally consists of installing new concrete sidewalks along Tamarack Street from N. 3rd Avenue to Bozeman Avenue adjacent to the Gallatin County Fairgrounds, and replacement of curbing on Curtiss Street between Willson Ave, and Tracy Ave., within the City of Bozeman. Estimated quantities for each work location are listed in the Appendix B of these Specifications. The work under this contract is all within public right-of-way. All sidewalks constructed across driveways shall be a minimum of six (6) inches in thickness. All other concrete sidewalks shall be four (4) inches in thickness, unless otherwise specified on the plans. The Contractor shall confine his work limits within the public right-of-way. Any topsoil or grass removed outside of the right-of-way shall be replaced by the Contractor. The boulevard area between the curb and the sidewalk shall be graded to slope at 1/4-inch per foot towards the street unless otherwise specified by the Engineer. No separate measurement and payment will be made for additional excavation or fill required to achieve the specified grade. If fill material is required in the boulevard, the fill shall consist of topsoil free of rocks or other deleterious material. 3. AWARD OF CONTRACT 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 whose Bid complies with all the 1 SPECIAL PROVISIONS I I I I I I I I I I I I I I I I I I I requirements prescribed herein. The successful Bidderwill be natified by letter, mailed to. the address shawn an the Bid, that his Bid has been accepted and that he has been awarded a cantract. 4. TIME OF COMMENCEMENT AND COMPLETION DATE The beginning af the Cantract Time shall be stated in a written NOTICE TO PROCEED written by the City Engineer to. the Cantractor. In establishing the date when Cantract Time begins, the Engineer will cansider that the cantract time begins fallawing delivery af the NOTICE TO PROCEED. A separate natice to. praceed may be issued far each separate ar cambined bid schedule. Where multiple schedules are awarded under a single cantract, the cantract times shall run cancurrently. unless the City agrees to. issue separate natices to. proceed. The Cantract Time will expire autamatically after the number af calendar days stated as Cantract Time, except as the Cantract Time may be extended by change order. 5. UQUIDATED DAMAGES Subject to. the pravisians af the Cantract Dacuments; the Ownershall be entitled to. liquidated damages far'failureafthe B~dder to. camplete-theworkwithin the specifiedcantract time. ." i The Bidder agrees to. pay liquidated damages farcampensatian to. the Owner far expenses incurred by the Owner during the cantract time averrun. As campensatian far expenses incurred, the Cantractar shall be assessed a liquidated damage af $1 00.00 per calendar day far each day that the wark remains uncampleted beyand the cantract periad. liquidated damages shall be paid by deductian from manthly pragress payments and the final payment. 6. COST LIMITATIONS The Owner reserves the right to. eliminate ar reduce certain praposal itemsfram the praject fallawing the Bid Opening to. make the praject financially feasible with the limitatians af the funds allacated for this praject. The determinatian af which items shall be eliminated shall be the respansibility af the Owner. 7. NAMES, PRODUCTS AND SUBSTITUTIONS Where products ar materials are specified by manufacturer, trade name, ar brand, such designatians are intended to. indicate the required quality, type, utility, and finish. Requests for prapased substitutian shall include camplete specificatians and descriptive data to. prove the equality af prapased substitutians. Substitutians shall nat be made withaut the written appraval of the Owner. No substitutions will be considered until after contract award. 2 SPECIAL PROVISIONS I I I I I I I I I I I I I I I I I I I 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 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 I'f; within one year'afteracceptance of the work by ,the Owner; any of the workis'foundto 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. 3 SPECIAL PROVISIONS I I I I I I I I I I I I I I I I I I I 12. PRECONSTRUCTION CONFERENCE After the contract(s) have been awarded, but before the start of construction, a conference will be held for the purpose of discussing requirements on such matters as project supervision, on-site inspections, progress schedules and reports, payrolls, 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 anq 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"desrgn 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. t";. ';~ 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 located 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. Right-of-way is typically 4 SPECIAL PROVISIONS I I I I I I I I I I I I I I I I I I I located one foot from the edge of sidewalk as shown on the standard drawings. 16. TRAFFIC CONTROL A. 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. Barricade function, design and construction shall conform to the latest edition of the Manual on Uniform Traffic Control Devices 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. 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. Tl:1e, traffic control plan shall be approved by the Owner prior toconstruction.'" ,.r..'. B. Traffic Access. Construction work for this project 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 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. C. Warninq Siqnals. 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. 17. DISPOSAL, EROSION, WATER POLLUTION, AND SILTATION CONTROL The Contractor is responsible for proper disposal of all waste soils and materials unless 5 SPECIAL PROVISIONS I I I I I I I I- I I I I I I I I I I I 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 man made 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. Contractor'sshall include all c1ean-'up, restoration, . etc., of any detention or discharge areas. 18. PROTECTION OF EXISTING PAVEMENT 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. SALVAGEABLE ITEMS Any items removed from the existing system under the terms of this contract shall remain the property of the Owner and shall be delivered to a site of the Owner's choosing within the property limits of said 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 work shall be at the Contractor's expense. 20. PEDESTRIAN RAMPS The standard pedestrian ramp installation will be as shown on Standard Drawing 02529-8. The Contractor will be directed to modify this standard ramp configuration to fit existing conditions for retrofit ramp installations. This may require a single diagonal ramp or other modifications to comply with the requirements of the Americans With Disabilities Act. 6 SPECIAL PROVISIONS I I I I I I I I I I I I I I I I I I I 21. PROTECTION OF TREE ROOTS, SPRINKLER SYSTEMS, AND PROPERTY PINS The Contractor shall take special care when working around trees to avoid any unnecessary damage to the roots or the trunks of trees. If any roots have to be removed to complete the work, the roots shall be neatly cut with a sharp tool. Indiscriminate ripping of tree roots will not be permitted. 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. 22. FINAL CLEANUP AND SITE RESTORATION Following completion of the work, all construction debris shall be removed from the work area. Any asphaltpavement removed or disturbed during the course of the work shalLbe replaced by the Contractor. The cost for final cleanup and restoration shall be included in other bid items; no separate payment shall be made for this work. 23. 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. 24. INSURANCE Insurance coverages required under this contract shall extend, at a minimum, to the end of the contract time. 25; MATERIALS TESTING AND CONTROL TheHfollowing materials and control tests may bemadeby'the Engineer to determine the Contractor's compliance with the specifications: a. In place density tests of backfill b. Gravel gradation c. Concrete tests (slump, entrained air, compressive strength) The above tests shall be made with no cost to the Contractor except as hereinafter provided for retesting. Should materials fail to meet the tests specified above, the Contractor shall pay the cost of retests which exceed 10% of the total tests taken. The actual costs of retests shall be 7 SPECIAL PROVISIONS I I I I I I I I I I I I I I I I I I I deducted from the Contractor's progress estimate. 26. DETECTABLE WARNINGS Pedestrian ramps shall be constructed with detectable warning surfaces complying with the Americans With Disabilities Act. The detectable warning surfaces shall be constructed using two 24" x 24" cast iron plates manufactured by Neenah Foundry Company. 27. CONCRETE REINFORCEMENT Pedestrian ramps shall be reinforced as specified on the standard drawing. Curb turn fillets shall be reinforced with NO.4 re-barson a 2' x 2' grid. 28. FAIRGROUNDS SIDEWALK The proposed sidewalk along Tamarack Street adjacent tothefairgrounds will vary in width and location as shown on the plans. Excess material between the sidewalk and curb shall be removed and disposed of to allow for a straight grade between the edge of the sidewalk and the top of the curb. No separate measurement and payment shall be made for removing this material; the cost of such work shall be included in the-bid item for 4" concrete sidewalks. 29. EXCEPTIONS AND ADDITIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS. Section 02529 - Concrete Sidewalks, Driveways, Approaches, Curb Turn Fillets, Valley Gutters and Miscellaneous New Concrete Construction 2.4 Gravel Base Material: In lieu of the gravel base material specified in 025292.4 A., the gravel base material may be 1~" minus washed rock meeting the following table of gradations: Table of Gradations - Washed Rock Base Material Percentage by Weight Passing Square Mesh Sieves Sieve Size % Passing 1 ~" 1 00 3/4" 35-70 3/8" 1 0-30 NO.4 0-5 3.2 Foundation Preparation: After placing the washed rock base material, consolidate and compact it with a vibratory plate tamper or similar means immediately prior to placing concrete. 3.3 Forms: Use metal forms only unless other materials are approved by the Engineer. 8 SPECIAL PROVISIONS I I I I I I I I I I I I I I I I I I I 3.8 Joints: Unless otherwise shown on the plans, expansion (isolation) joints shall be placed at 25-foot intervals in concrete sidewalks. Contraction joints shall be provided between the expansion joints at intervals equal to the width of the sidewalk. Section 02910- Seeding 2.1 Seed Use the following seed mixture to seed all disturbed landscaped areas at a rate of 30 Ibs/acre: Tall Water-save Fescue Kentucky Bluegrass Perennial Ryegrass 60% 25% 15% 9 SPECIAL PROVISIONS I I I I I I I I I I I I I I I I I I I 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. No separate measurement and payment shall be made for traffic control. Item 101: Concrete curb and qutter removal. Measurement and payment for this item shall be as per MPWSS, Section 02112 4.2, lineal foot method for either combined concrete curb and gutter or vertical curb. Pay limits for this item shall be 24" from back of curb towards the street. Item 1 02: Combined concrete curb and qutter. Measurement and payment for this item shall be as per MPWSS Section 025284.1, lineal foot method. Item 103: Concrete removal and disposal. This item shall be measured and paid for by the square foot (SF) at the unit price bid for "concrete removal and disposal", which price and payment shall constitute full compensation for furnishing all materials, tools, equipment, labor, loading, hauling, disposal, and incidentals necessary to remove and dispose of existing PCC or asphaltic concrete pavement. Item 104: 6" Concrete sidewalk. in place. Measurement and payment for this item shall be as per MPWSS, Section 025294.4, square foot method. Item 105: 4" Concrete sidewalk in place Measurement and payment for this item shall be as per MPWSS, Section 025294.4, square foot method. 1 MEASUREMENT AND PAYMENT I I I I I I I I I I I I I I I I I I I Item 106: Drivewav apron Measurement and payment for this item shall be as per MPWSS, Section 025294.3, square foot method. Item 107: Concrete sawcuttinq. This item shall be measured and paid for by the linear foot (LF) at the unit price bid for "Concrete sawcutting", which price and payment shall constitute full compensation for furnishing all materials, tools, equipment, labor, and incidentals necessary to sawcut either asphaltic or portland cement concrete pavement or structures. Item 108: Concrete fillet This item is measured and paid for by the square foot at the contract unit price bid for \ \ Concrete fillet" for construction of curb turn fillets or inlet apron fillets, including curb. Price and payment is full compensation for all material, backfill, curing of concrete, pre-molded mastic material, equipment, tools and labor, and for the performance of all work and incidentals necessary to complete this item. Item 1 09: 3" AC Pavement Surface Course Measurement and payment for this item shall be as per MPWSS Section 02510,4.2. Item 110: Detectable warninQ This item is measured and paid for by the square foot at the contract unit price bid for \ \ Detectable warning". Price and payment is full compensation for furnishing and installing detectable warning panels in accordance with manufacturer's recommendations. Item 111: SeedinQ. Measurement and payment for this item shall be as per MPWSS Section 029104.1, with the exception that it will be on a lump-sum basis. Item 112: Inlet adjustment. This item is measured and paid for by the numerical count of each inlet casting that is adjusted to grade to match the new construction, and shall include supplying and installing two (2) new replacement castings as shown on the plans. 2 MEASUREMENT AND PAYMENT I I I I I I I I I I I I I I I I I I I APPENDIX A Standard Drawings I I I I I I I 5.4" (0.45') 24" 9.5" 2" ~9" j 4" TOPSOIL <l L (TYP.) ., 12" .,. 4 5" 1.5" 3/4" TO PER ,. SLOPE .,. I .<l <l. t ., Lj ..<1 <l ., .<l. '. <lLJ c 6" ., .Q 1 7.5" ., <l. Lj., .<l <l '.,' <lLj , CRUSHED GRAVEL BASE - 3" MIN, I SUB-BASE COURSE AS REQUIRED I I ~~~~~~~~~~~~~~~~~~'>> (~%%'<<"<<<.'<<\."<<<'</.('</.('</.('<;((<<,<(,\<<$' /, h /.v 'Y/0/)://';..Y/,V)-,'" "" COMPACTED SUBGRADE I 0.5" 1.5" t ~ _3/4" PER l' SLOPE I ~-i:1 l I I I 3/4" ~ p .--01'" '" "TO" 1 2" PER ,. SLOPE _ DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB !iQID.; I 1. Subgrade or base course compaction sholl conform to section 02230 (M.P.W. Specs.. 1996 ed.) 2. Contraction joints shall be placed at 10' intervals and sholl have 0 minimum depth of 3/4" and minimum width of 3. 1/2" expansion joint material shall be ploced at 011 P.C.s, P.T.s, curb returns and at not more than 300' intervols. exponsion material sholl extend through the full depth of the curb and gutter. 4. No curb and gutter sholl be placed without a final form inspection by the City Engineer or his representative. 5. Concrete shall be Closs M-4000. 6. Crushed gravel bose sholl meet the requirements of Section 02235 (MPW SPECS, 1996 ed.) For curb and gutter replacement projects, washed rock may be used for the grovel base. 1/8". The I I I CITY OF BOZEMAN STANDARD DRAWING SCALE: NONE INTEGRAL CONCRETE CURB & GUTTER NO. 02528-1 Revised Feb. 2003 I I I I I I I I I I I I I I I I I I I LI' 6' - 0" *1.5" 1 'I ,"'114 . 4S "~.,d ~ , . ~ '~ , 7"J *Depth will vary proportionately with width of cross drain 3" GRAVEL - 3' CROSS DRAIN EXPANSION JOINT It CONTROL JOINT - SEAL WITH BITUMINOUS JOINT SEALER 8" 10" EXTEND EXPANSION TUBES 3/4" PAST END OF STEEL DOWEL TO ALLOW FOR EXPANSION (IF DOWELS ARE USED) FILLET TO BE PLACED ON 3" COMPACTED GRAVEL BASE OR STREET BASE, WHICHEVER IS GREATER, EXPANSION JOINT AT P.C. (TYP,) CONCRETE TO BE 6" DEPTH FROM FACE OF CURB TO STREET 15' R (TYP.) 3/4" STEEL DOWELS (OPTIONAL) CITY OF BOZEMAN STANDARD DRAWING SCALE: NONE STANDARD FILLET NO. 02529-2 AUG. 1 994 I I DOWEL WITH 24" NO.5 REBAAh 3' If.'TD BACK OF CUnB, 3 CLEAR ~ "</ . ~ I 'BACK OF CURB I( ,<::l " PT . ~" ~ . . , "'_. . , . ~ I ' ~. .' " .0 ' , . or ~ ~ . . R ::: 15' I I " (iYp,) I 1(---- ." .' . ',A: .:, ," ~. ~. "",' ~ ~ . . .... . . .' I 1 :20 MAX. 5' SIDEWALK (TYP,) . ~ . . .... . ... . .. '. . ',.,,' .. I 1r 5 1/2' BLVD. (TYP.) I 6" THICK CONCRETE SURFACE Flow line I RAMPS TO BE CONSTRUCTED WITH DETECTABLE ~A~r?G S-N,RrBftiR~O~iol~NgF WmI: -m1ffils, ~~~I~O~~~ WUTWl ~~Jqr~~~'o N~ 'i'&Jr BE ON THE LEADING EDGE OF THE ETE WARNING MAY BE MORE THAN 5' FROM THE FL UNE, STORM DRAIN INLET (TYPICAL LOCATION) I REINFORCE CONCRETE IN RAMPS WITH FiBERMESH" AT A RATE IF 1 1/2 Ib../C, y, OR WITH 6.6.'0 GAUGE WIRE MESH I SIDEW7AK 5' SIDEWALK '0 ~';::";(':i~~~~ 6" 6" CONCRETE ~VEL BASE (TYP) RAMP , SECTION A-A ffiANSITION TO NORMAL SIDEWALK ELEVATION, DISTANCE VARIES, FLOW LINE SECTION B-B NO SCALE I I stNlOAAO ;STL 2 1/2" OEPRESS€D . .~~.~~,-- ".. ........." v.. I NO SCALE SECTION C-C I CONSTRUCTION NOTES: 1, Standard applies to new construction, with mox. curb R~ 15', and min, 5,5' boulevards. 2. Romp and curb con be poured monollthlcolly, 3. Storm drain inlets sholl be constructed "upstream" at romps, Altemative locations permitted only upon City Engineer's approval. 4-. Romp width sholl be S' minimum, 5. Sidewalk cross-slopes sholl not exceed 27.. NO SCALE I I CITY OF BOZEMAN STANDARD DRAWING SCALE: AS SHOWN BOULEVARD SIDEWALK PERPENDICU LAR PEDESTRIAN RAMP (15' MAX. RADIUS/5.S' MIN. BOULEVARD) NO. 02529-8 NOV, 1995 Revised April 2006 I I I I I I USE BLENDED TRANSITION RAMP WHERE LIMITATIONS DUE TO BOULEVARD WIDTH, RIGHT-OF-WA Y, CURB RADIUS, OR INTERSECTION ANGLE PREVENT THE USE OF STANDARD RM.1PS PER C.O.B 5T ANDARD DRA WING 02529-8 DETECTABLE WARNING TO BE A MINIMUM OF 4' WIDE, CENTERED ON THE CROSSWALK (S) I XXX Drop Curb ~ Curb Transition @ 0'" I x'!" 0'<' .,c..0"! I EXPANSION JOINT I ( 1:12MAX SlDEW ALK I ~ LENGTH AS REQUIRED TO MATCH ST ANOARO SIDEWALK GRADE I 4 I ~ -' ~ "' ~ I I I NOLiP1( 1 Landing 5'Min ,I Ramp Varies ,~ Sidewalk 11: .to;: ~..A '~fI +-:2%M.A.X ..., '.... '" ",.110' p-,_.;..r'~i: ~~ . . '.. { ~ .. ; ..".j....... ,.t... ':.. . I.: I I : J. . _;,. '~\', "'. I 3" Gravel Base (Typ.) 4 II Concrete 6" Concrete Reinforced with 1.5 Ibs. Fibcrmesh Ic.y. or 6x6xlO Gauge Wire Me.h SECTION A-A Not to Scali: I CITY OF BOZEMAN STANDARD DRAWING SCALE: NOT TO SCALE BLENDED TRANSITION PEDESTRIAN RAMP NO. 02529-8A APRIL 2006 I I I I I 1'-- SIDEWALK BOULEVARD ~ LVARIES-- 1-- 5 'TYP --I I ., ';" ~ ~. . .;..; :~.\'".:... .:" ... PROPERlY LINE 3" MIN GRAVEL BASE 4" THICK M~4000 CONCRETE SECTION B I I MAINTAIN PROPER SIOEYARD SETBACK PER ZONING REGULATIONS TRANSITlON SECTION FROM ~, EXISTING CURB TO DROP CURB: ~,., S' MAX. I I EXPANSION JOINTS COMPLETELY AROUND SIDEWALK SECTION DRIVEWAY THROAT WIDTH 24' MAX, I CURB & APRON POURED MONOLITHIC UNLESS OTHERWISE APPROVED CONTRACTION JOINT I EXPANSION JOINTS AT CURB RETURNS I "1 SIDEWALK CONTRACTION JOINTS ~ I SPACED AT S' INTERVALS - MIN. DEPTH 1., EXPANSION JOINTS ~ TO BE PLACED AT 25' :rg I INTERVALS. _ "- BACK OF CURB FLOW L1N E EDGE OF GUTTER VARIA8LE I (5.5' TYP.) CONTRACTION JOINTS TO BE SPACED AT 10' INTERVALS IN CURB & GUTTER 5'-- I I EXPANSION JOINT MATERIAL SHALL BE 1/2" THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. GRADE ESTABLISHED AS 1/4" RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB R MATCH EXISTING SIDEWALK GRADE SIDEWALK 1'~5'1YP. t I 1/4" PER FOOT ..SLOPE DRIVEWAY 5.5' TYP.----t (VARIES) STREET SURFACE I I CURB & GUTTER I I * OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH SECTION A I CITY OF BOZEMAN STANDARD DRAWING SCALE: NONE RESIDENTIAL DRIVEWAY APPROACH AND SIDEWALK DETAILS NO. 02529-11 DEC 2003 I I I I I I I I I I I I I I I I I I I I MAINTAIN PROPER SIDEYARD SETBACK PER ZONING REGULATIONS MAX. THROAT WIDTH 35' COMMERCIAL 40' INDUSTRIAL I 1'-- I..&..J Z ~ SIDEWALK CONTRACTION JOINTS SPACED AT 5' INTERVALS - MIN. DEPTH 1 ". EXPANSION JOINTS TO BE PLACED AT 25' INTERVALS. ~ a::: I..&..J a.- o a::: a.- (5.5' TYP.) CONTRACTION JOINTS TO BE SPACED AT 10' INTERVALS IN CURB & GUTTER 5-'--- 5' TRANSITION SECTION FROM EXISTING CURB TO DROP CURB: EXPANSION JOINTS COMPLETELY AROUND SIDEWALK SECTION CURB & APRON POURED MONOLITHIC UNLESS OTHERWISE APPROVED CONTRACTION JOINT EXPANSION JOINTS AT CURB RETURNS BACK OF CURB FLOW LINE EDGE OF GUTTER EXPANSION JOINT MATERIAL SHALL BE 1/2" THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. GRADE ESTABLISHED AS 1 / 4" RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB ~ MATCH EXISTING SIDEWALK GRADE ~ ~ SIDEWALK DRIVEWAY APRON l' · 5' TYP. 'I, ~V~R~~'~ 1/4" PER FOOT SLOPE I STREET SURFACE .. CURB & GUTTER · OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH CITY OF BOZEMAN STANDARD DRAWING SCALE: NONE NON RESIDENTIAL DRIVEWAY APPROACH NO. 02529-12 Dec. 2003 I I I I I I I I I I I I I I I I I I I APPENDIX B Plan Sheets 1 - 3 I I I ~MJc tc Z~~~ n=:!IC g~l~ ~r.n1cr ~31~ ......c; :~ ~~I I~ f' -- ' -mT- -.-. .L C",~IRGRO'JNDS I j"'" I'" '~ ,55 '<:; ': ::; ::: o - ~J ;::'ROPOSED :5' WID=' ! smEWALK ~ !' ;0:SW~M (~) To aL '''' W"LS ~ S IDE'+.',!.,LK SLope OIR'E:CT.ON, (1YP. '1 ~ A , -"!;'" -,' - - :r-~<.- - - - - - ------------ ~: . ------------- ". .:L _____.-J -re' --r- '7~ 'NsrA1..f' ,'iWP " .i) :.:.; r--~:.--- _ I '" J i_ -RE _ SIT SICNS NORTH or WAlK RE~O\IE , 0 IJ ;:If D:IS'" '<</IoU. ~ "8'E.~lN 5.5' WIOE SlOEWALK -'- '.2) '" iNSTAL.';.. RAMPS p.s '='ER SiD QRAWING 02: 2"3-;3A TAMARACK S~ w ;..> <C I w > <( i---5.5' r I ' , , I 1,5'---'j I ~ ~~~r l '7- I ...... PRopr;SES1' S1C'EWALY. . 'G 102 I ~ ~ c O:STING G-~€--.......,.r--... i I:TYPl ____..~r , PINISH GRADE I 4ft ~S<PA.NSION JOINT ! ~: . .......cm-lCREIE FE.~CE FOtJNOA TlON I Sr::Ci'ON A ~.jOTE~ SLOP-E OF SlQEWAlK WILL VARY FROM A MAX.~Ut.l OF 2,.; TO NORTH :-0 .2~ TO soon-; -r6L.. -r~~ - .1-- ----:-. l- -'-:;;.!N.. _ _ ~ _ _ ~.-'l' I I "+~o ENlJ CONSTRUCflON 1 ": ' \ -.ITCH "-'U< TO . SIDE W Al.K 11 Y OTHERS \.' '~a.oG" f "~~ ' ~ - ~ '-- - := :C::::== - ~& ~ ~ 1, -------~- rEi '- I 1+-",,'--1.->0'--1 j ......GI,JfT08[~O"IE'Ji ~ ~ ,~. I ./' -<C-.-- - - ----;.. - ~L - - ,~ I INSTAlL rlAWP t TAMARACK 5T I , , \ ,..-- ,..-- ,I /' I w I > ! ! <: < ::; W N 0 !Il w ~ I I ! I I! I ! ! j ~I' I . ,- RE~OVE & RE?LACE EXISTING 1 ,.4"""" WPRQ/<CH Tn SENIOR CENTER I~J I' ! {; :;;: ,,, 'OJ <: ~ ;;' el I I i I '_:::':;END I FENC:: .< ;( ?PGPOSELl SIDEWALK lJili..l~ POl[ .... I SHRUB S',GN GAS liNE Q -" -G~ I 2006 SICEW,4'-K .ANC C!JFiB :MF'ROVEMEI\jTS Fi~,iP,GPC:,fJNDS SiOEV\f,tiLr< I .!. ,~/ 6~. u ~H::: c:ry 0" BCZEMAN EN(lIr-."EERING DES! AR! MENT 20 E ::Llvt 4 P -c- sax 1230 :lDZEMAN, ...,0.'N l ~NA 5977 i - 1.23D PHc:.Jt1 ~ LOiS) S82 -2"2'8!J .;' f- ',(1 (406) 5B2 -2"26.3 I PR[]JEC T .riLE NO,I SURVE '(EDI ------- nES1G~' APPRO\! E -------- DA TE. aS/2~/06 REV1S't;!J1 SHEET, of 3" ,~' , 'co' I " I I I ~ I 7oS.H.: A~JZt>w ~ .., ~ ~l ~ '\) SOL"T =' /<:JD. 00 .... ~ j 1 '4J1 ~ 0{ I~ ... I r-.: 0- r-..:. III '\ ~ oJ r.. tQ ... ~'t l)o. '" t..:. ~ ~ ~ \l I '(J , 0- ~ ... ~ " ~ Po: '" ,," ~'C \,) 1.1 " ~ f\j 1'IIr-.: ~ ~ ~ l). I) \I III ~ Ii "\0 '\) " f\.J "I. I\j ~ '\) ~ ~ ~ I\J I "'Q\ '\:l \I ~ ~ ~ f\j ""l '\- ... IY\ '" 'j. '" I I I I ....~ \!~ " t\ ~'t t-. " .... to.: " ~ .... t..: ~ ~ ~ ~ " ~ ~ t\ '\) ':) ~ ~ ~ " lJ ~ ~ ,. ,.., 1 I I , ~#~ ~ I I ~~I '). -- /~ S:cE SNee7 3 ~ reA!!' CoRN~ '-1' De"7"A~'S ~ I I " " Q l:) L- r - - -- @ - - PAVE"'h'O"E_v4L ~''''''') ----- I I ~' _! j- CI t:> I II '" o I PAve,.,ibJ7' .e1!F~AL I ' S/~W'M.~ -=_!C'--- VAlhf.s--1--Z'--j-'-VAbIS-r ~/""6 I / \ i .......;a\..:... I ,BACk'r-'e'- cvps N~rN C~<!AAI -re.P$t:,.,', 7A~P&'O /;A./ P~AC~. .:St!:~D A~'- .o/srv.e8~D .4..~I9S. I .e~Pc.Aee P"AV'6iH4',J r N/rH 3" c;;rAD~ 8 P~A""T M/K .24!"s-re.-*Zt!" 8A~t!" J.nrN /. S "M/Nvr CAlVSNeD G.I2AVtGt.. L- Aile"'" CullS; t;;vrr4.1l. I ~X/5r_ Vt!f1&'T~t!'..'- cvA!.4 I I /Y,PIt"AL 5eC7"NuJ A.7.S. LEGEND I * Street Light [J Storm drain inlet - - - Property Line ... Sign o Tree 'd Fire Hydrant -G - Gas Line E.,). Expansion Joint (6D.00) Proposed Elevation 6~.DD Existing Elevation IC Flowli;e T8e Top Back Curb o Construction Note:# - E - Electric Line I ;:- In ~ '0 ~ ~ h'l l'rl ~ '" ~ ;. 0\ " r\j ~ " Q\ 0- I ~ " ~ ~ \,l Rc/'LAc5 2S ~,~. h ~ Q '\,l ~.& .:;;" S/I::J4rWALJ:: Q v VI ~ ~ ~ ~ '\, ~ , ~ ... ~ ,. IV) I Q ,," "- ....'IJ ~ '\.," <D 1\11 j.; 0- j; ~ S'ID€_"~k:. Q .t. oj 17, PI2O/'f 7i!JC- [u C v.e7/SS Sr: -~- I-7',-eN'f r..c_ II ... ,.. j j "'.. j . t . ~ . . ~ . , . '" (.. I' .. . ~ ~ . . . ~ ""q"" Z IX~" C4S7' 1.e"AI /)~7e~7A-S,-E ~A/2A1IN~ ,P..1A7E + 1/ 2- ~ ~ ~ '\0 ~ I~ \J till'! ' , .' . " .... 5" ....... '" . , . . 1 "I' , - ". , t ~/J I tJe-7~~r""'8a J.Y.4A2N/AlG. l/~rA/~ A. 7: s: ~ 1\,\ Ii , '\ o o ~ " \J qI ~ ~ '" ~ @ / ~ { ~ '\,l '\,l ~ ~. OJ .:>OS7/#G V~A.T/e:~ ~ 5~~ 5'#~~-r 3 I C-v,q,g ,&DI2 CoJ2NelZ { (/.,./0 / Pt!:.,...,~~~ _ _ -0 _ _ _ r.c,l'''=-.ec.., -rISe. l J_. - - - - ~ -I I iil I /'" ,J.-----~- - --- t J.{' I I - -1-41' , J Ql) \) ~ 0:. i) 0\ - " ~ I.l " ~ ~ ~ N :;: ~ "" '" D "I. f\J .. "- '\. Ii; :: .301 "- ConstrucTion Notes 1. Remove approach. backfill blvd. with tODsoil and seed. 2. Remove and replace existing service sid~waik to match new curb. i 3. Remove existing asphalt alley approach. install new . concrete alley' approach. Pour the approach monoJithically with the curb and gutter. and use 5' radius curb returns. 4. Existing approach to remain. Match new curb and gutter to the ends of the approach. j 5. Remove existing shared asphalt approach and construct new I concrete approach as per COB Standard Drawing 02520-1:2. I I I 2006 SIDEWALK AND CURB IMPROVEMENTS CURTISS STREET CURB REPLACEMENT City of Bozeman Engineering Department Date: June 22. 2006 Sheet :2 of 3 I I I I I I I il I I I I I I I I I I I II v'61Il7'tOU,. ~v~8 ~ I 1- $)&IST. /N~~r ~7.~~ (97.") ~' ~ ~ \J ~ //IIt~-r ,7. ~I (tn. ~/) /"1.4-T'&N E)O$r/NG. Ct/.lZ1J MAr,:;,JI H~iV cv/Z.S 'I 6(J7"7~/2.. 7".:=0 EXIS'7"/,vG cv.c8 ANO PAVe,.,4!!AJT /' PA s'" /1II,iF7" 38 I '/y l I I ~I ,,", ~l ~ ~I I / i SJ/ADEl) SIDGM/ALN 5e'~7/o"J . i ? 7. 8" ,2"".,..,"! "'~PM<~ ....r- / W/~~." CONc..e47& (-TYPo) ! " ....\.. !~. ~0' --~ ;.---- L ' " I I 1 ---- 9408 r R~.4e4" 7N/S (;HA7~ MI/7"N ~..uw \A!A~ I' t:;.leA-r'iE /NL.~7 GJ2A7~ 97..1 (.,~. 3~) r ~ 98.a2. 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'L '\' 01' I ""I " 'lI "'I \), ?AV~""LN7I2I!!H#t/A'- t.;N6~ ,,1. ..' \oQ' ,QO' /00.30{ IC " ~ 10<>.37 Ii. [',,- ' _ _1- /"'a ". '7"3 j I I ",lr> ,Oil' ' ~-.' ,Ji)' - -,r- ,;~ / ..0)' I_ ( I J 1/..... .s/ j >' j I I ~/ ./ -"'~ /N= 6" ~ {} CV/Zf7SS 5-,: _ C~t:.e'rL' ,&;~4.6r 1 ! u.,O I ' ~qO' II\ILe-r 99.S' (10..03) I it. , I ~ -""..u "- TO " T /' ! ~.i . J....... ,)' ,0 / ~ ~ ~ ..,1 \! \ri" :.] , I'" I ~ '.J.~- ~ '011:' l' II '---- 't . I ~ I j ~.4"7'C.ll NEW Cv". I GvTr~/2 7"'", I j ~KI$TIJ4J& CvA!~ / ;::'AY6H6117" ,"I,' - : ' 2006 SIDEW ALK AND CURB IMPROVEMENTS CURTISS STREET CURB REPLACEMENT City of Bozeman Engineering Department Date: June 22.2006 Sheet 3 of 3