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Home My WebLink About12- North 7th Avenue Lighting Improvments Contract with Yellowstone Electric Contract for N . 7th Avenue Lightming Improvements - for the City of Bozeman August 201 I 041.06 V,te: F,ia Form sn all not be removed goat H,, !)c,�,arid(,'opy, Pre i)amll , MO-7 B id Form Sig ned . d w N is c k i J vv l a r l c " �� ,� �"" r e r Encloseci N : o' ISL-der yr-)Iowstane Esau tr Nrm Co. N, �? rc .w'NAT 59101 w j 0 i t�evry�.cioc 'evised Ja wu�..201'-! Notice to Proceed Dated___ Project:N. 7th Avenue Lighting Owner:City of Bozeman Owner's Contract—No.: Contract:N.7th Avenue Lighting Improvements -2012 Engineer's Project No.! Yellowstone Electric Company Contractor's Address'. [send Certified Mail, Return Receipt Requested] 1919 4th Avenue North, Billings, IVIT 59101 PO Box 2018, Billings, IVIT 59103 You are notified that the Contract Times under the above contract will commence to run on December 28, . On or before that date, you are to start performing your obligations under the Contract Documents. In accordance with Article 4 of the Agreenoent, the number of days to achieve Substantial Completion is 9BJ. and the number mf days hz achieve readiness for final payment|s120. Before you may start any Work at the Site, Paragraph 2.01,13 of the General Conditions provides that you and Owner must each deliver to the other (with copies to Engineer and other identified additional insureds and loss payees) certificates of insurance which each is required to purchase and maintain in accordance with the Contract Documents. Also, before you may start any Work at the Site, you must[add other mquiremneqts]: 1' Attend m preoonstruntiom meeting with the ENGINEER and City of Bozeman. Contractor Owner Received by Given by: C Authorized $ignature Title Title /^ � bate 5a—te Copy tpEngineer Notice to Proceed–Page 1 of mo(oC-eev Prepared mx the Engineers Joint Contract Documents Committee z4 Notice m Proceed_1z2e^zuoc Revised January 2018 ORDER TO CONTRACTOR TO SUSPEND WORK Federal/State Project Number OospendWork Order No. DATE: December 28, 2012 Morrison-Maierle Inc. Project Number |0� Yellowstone Electric Company PROJECT AND LOCATION: N. JtbAxenue Lighting Improvements -3012 1919 4th Avenue North Billings, MT 59101 OWNER: City of Bozeman By reason of winter weather conditions. Resume Work Order shall be issued on March 28, 2012 or earlier as weather conditions allow. which renders it impracticable for you to secure specified results on the work required by your contract, you are hereby directed to suspend work (minor operations excepted), at the close of work on December 28, 2012. You will resume major openaUonnpnUyvvhenauthohzedtoduaoimwvitinQbvaReeumeVVorkC)nder. Under the terms of your contract for the above subject project, continue to be charged during the period work issuspended, (See General Conditions, Articles 12 and 15 and applicable Supplementary Conditions). 120 calendar days are allowed to complete this project and 0 calendar days have been allowed for approved extra and/or additional work. 4d the close of work onthe date specified above, 0of the 120calendar days have been used and them* remain 120 calendar days in vvh|oh to complete the contract. Please sign all five copies in the space provided and return them to this office. One approved copy will be returned for your files. CONTRACTOR OW 7 TITLE: D Address for Correspondence: cc-. Morrison-Ma ier|e, Inc. Order to Contractor to Suspend Work—Page 1of1 2o Suspend Work_ z 1zza� doo Revised Januam2nxn ADDENDUM NO. I NORTH 7TH AVENUE LIGHTING IMPROVEMENTS - 2012 CITY OF BOZEMAN, MT MMI Project No.- 0417.063 Addend"m Date: September 5, 2012 Bid Date: September 11, 2012 NOTICE TO ALL BIDDERS & PLANHOLDERS The Contract Documents and Construction Drawings are hereby modified and/or superseded as follows in this Addendum No. 1, and in submitting a bid, each bidder shall acknowledge receipt of all addenda according to the procedures outlined in the INSTRUCTION TO BIDDERS. TO THE CONTRACT DOCUMENTS 1. Section 31010, SUMMARY OF WORK: a. Modify paragraph 1.04.A.2,c to read: c. Installation of thirty-two (32) decorative E2 luminaires, including associated appurtenances, bases, conduit and wiring;" 2. Section 01010, SUMMARY OF WORK: a. Modify paragraph 1.04.A.3.c to read: "c. Installation of thirty-two (32) decorative E2 luminaires, including associated appurtenances, bases, conduit and wiring;" 3. Section 262713, ELECTRICITY UTILITY METERING: a, Modify paragraph 2.1A. to read: "Meter pedestals shall be Milbank CP3B51115A22-SP1 with CP16-PDMT pad base or approved equal. See dimensioned drawings at the end of this section. Pedestal shall include the following integral components.-" b. Add paragraph 2.1.A.1 that reads: "Photocell (Turk 3000 series or equal)" c. Add paragraph 2.1.A.2 that reads: "Lighting contactor, sized and rated to accommodate all circuits on panel schedule" d. Add paragraph 2.1.A.3 that reads: "HOA switch" e. Add the attached Meter pedestal drawings (2 pages) to the end of this section. Addendum No.1 Page 1 of 3 4. Section 265600, EXTERIOR LIGHTING: a. Modify paragraph 2.01.A. to read- "Products, Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, product(s) indicated on Drawings. Any substitutions shall provide a sample and photometric calculations prior to being approved.- TO THE CONSTRUCTION DRAWINGS 1 Plan Sheet E0.2: a, On detail 6, revise "NEMA 3R LIGHTING CONTROL ENCLOSURE WITH DEFINITE PURPOSE LIGHTING CONTACTORS CONTROLLED VIA PHOTOCELL AND TIMECLOCK (INTEGRAL TO METER PEDESTAL UNIT)" to read: "NEMA 3R LIGHTING CONTROL ENCLOSURE WITH DEFINITE PURPOSE LIGHTING CONTACTORS CONTROLLED VIA PHOTOCELL (INTEGRAL TO METER PEDESTAL UNIT). CONTACTOR SHALL BE SIZED TO ACCOMMODATE ALL CIRCUITS SHOWN ON THE PANEL SCHEDULE '" b. On detail 1 revise: "I OOA METER PEDESTAL WITH 1 DOA MAIN BREAKER (TYP)" to read- "200A METER PEDESTAL WITH 100A MAIN BREAKER (TYPr 2. Plan Sheet E0,3: a. For all panel schedules, revise: "SOURCE = Panel 2SDS' to read: "SOURCE = Utility Power Transformer" On detail I revise, ""100A METER PEDESTAL WITH 100A MAIN BREAKER (TYP)" to read. "200A METER PEDESTAL WITH 100A MAIN BREAKER (TYP)" ADDITIONAL INFORMATION 1 The following items are attached for the bidders information: a. Plan Holders List Issued by: MORRISO -MAIERLE, INC. �L� Kevin D. Ja4pbsen, P.E. Date Addendum No.1 Page 2 of 3 ACKNOWLEDGEMENT OF ADDENDUM NO.1 The Bidder shall acknowledge receipt of Addendum No. I in the Bid Form and Shall Submit this Addendum No. 1 with the Contract Documents at the Bid Opening, Received by, (Name) (Title) (Date) Addendum No.1 Page 3 of 3 O Q(L' a — z OQm D7 I w D � ice-p[Y, p Ll ,,,,,,,•-. a b d� z n o n Uwz fr Lu L \/ N LU 1L� , z t/1 lLIZ i• = zo _ I m,c7 w m ca O H I a T z w ao O m © c T Cl3UJ Io �? �yx� CUM U a 5 V1 fn i ¢ oo° a, or LJ 0 6) I_ � W « a i z- LL 7c� m a� ti. � 45 co CO N Z Z v QJ� U Q O LL LLI a a b b N LL 00 `J � 0 ��— ri W�A��1� J LLI C O`LL u?LIJ :E LL IL ui w U) ®, UJ e z Z S [ I Z 0 rWr� ----------=- --- -. �.___ �E W u -------- i Lj 0 co 0 � m 0 wzcc L1Li1xO 40.�,0`Z *1FL/JZ •~- LuZ =00 Z�W Wa Z OYZDOW(r LL a, U =Q Irc� w°a- ¢9x�0LL0 0 °° Q �F-mLL n MLUF- LQ w Z 00 •a• 5 O x c� cu Q LO n o Paz 0 C - w cot: �-w wo goa- < �� ° wU)LU E wa, 00 w 0 z � W s� ca=ro 0 Z 00 z © z z 0, co 44 C (D � 0 to w F- Ld 03 m 12 < 0 r o 0 u(n 0. 0 z z -im < 0 L)LLJ 6 OIL ( u F cr T z < TO wm uj w M: Li V) m 7 X v) ,3: O Z F. O az o- w -i Lo 10 m z O 3z:W2 vw L z,, U.J 0 —3:10 w L, 1.-0 0�: nf z Z,W-j CL w mf-- w 1 9z W, ,Ir L,<S,0 I 0 -- u co > m w o im mw, < m" M wlno W-jo <ui V)af L, V� V)-1 0 of :D m CD w CAL.d z m m z< LIJ ry u --t z p LLJ X I LLJ ------ C) 7' z F- z 0 I U LLJ U Ld Ln 0 00 LLI LL (A o L V) 0 W v, w V) 0 0 MW\ LLJ :)o U- < (n <uj W>- :3 LLJ LU C) V) W w z uj I �q 0 Lij (n 7) hi LLJ < < 10 <• m v J m UD T z W< arm 00 I.m Z '-,of P uj uj < Z-j W Li OZ)o < Li EE < z X41 0 7 0 Z Inj P L 0 Z-J O=) 00 m Ld LL, of CL:2 z Ld 0 LLJ U < m 0 Ld 0 Ln a�Z < a-0 m a- < z LLI \a- PROJECT MANUAL FOR N. 7TH AVENUE LIGHTING IMPROVEMENTS - 2012 FOR THE CITY OF BOZEMAN P.O. BOX 1230 BOZEMAN, MT 59771-1230 Prepared by: Morrison-Maierle, Inc. 2880 Technology Blvd. P.O. Box 1113 Bozeman, MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 August 2012 o IN T A) Written By: KDJ Checked By: JRN K SEN Approved by Kevin D. Jacobsen, P.E. 7 Project Manager /C E N S 01c) PROJECT NO: 0417.063 1111110 Title Page,doc Revised January,2010 TABLE OF CONTENTS N. 7T" AVENUE LIGHTING IMPROVEMENTS - 2012 SECTION TITLE WHITE PAPER 00100 INVITATION TO BID 00200 INSTRUCTIONS TO BIDDERS YELLOW 'PAPER 00300 BID FORM INFORMATION REQUIRED OF BIDDERS NONCOLLUSION AFFIDAVIT AFFIRMATION OF COMPLIANCE WITH CITY OF BOZEMAN RESOLUTION NO. 4250 00430 BID BOND FORM (EJCDC No. C-430, 2007 Edition) WHITE PAPER 00500 AGREEMENT FORM 00610 PERFORMANCE BOND (EJCDC No. C-610, 2007 Edition) 00615 PAYMENT BOND (EJCDC No. C-615, 2007 Edition) BLUE PAPER 00700 STANDARD GENERAL CONDITIONS FOR THE CONSTRUCTION CONTRACT (MMI No. C-700, 2007 Edition, Issued January, 2010) 00810 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS YELLOW PAPER 00910 SPECIAL PROVISIONS 00915 ELECTRICAL SPECIAL PROVISIONS PINK PAPER PREVAILING WAGE RATES (MT. Dept. Of Labor & Industry) WHITE PAPER MISCELLANEOUS FORMS NOTICE OF AWARD NOTICE TO PROCEED CHANGE ORDER FIELD ORDER WORK CHANGE DIRECTIVE ORDER TO CONTRACTOR TO SUSPEND WORK ORDER TO CONTRACTOR TO RESUME WORK APPLICATION FOR PAYMENT Table of Contents— Page I of 4 TQC.doc Revised January,2010 TABLE OF CONTENTS — CONT'D N. 7TH AVENUE LIGHTING IMPROVEMENTS - 2012 SECTION TITLE SECTION 02112 Removal of Existing Pavement, Concrete, Curb, Sidewalk, Driveway and./or Structures* SECTION 02113 Adjusting Existing Manholes, Lampholes, Inlets, Water Valve Boxes, Water Services and Fire Hydrants to Grade` SECTION 02114 Relocating or Removing Utility Poles, Street Signs and Mailboxes* SECTIONS 02200 - EARTHWORK SECTION 02221 Trench Excavation and Backfill for Pipelines and Appurtenant Structures* SECTION 02230 Street Excavation, Backfill and Compaction* SECTION 02234 Sub Base Course* SECTION 02235 Crushed Base Course* SECTIONS 02500 - PAVING AND SURFACING SECTION 02502 Asphalt Prime and/or Tack Coat* SECTION 02510 Asphalt Concrete Pavement* SECTION 02515 Portland Cement Concrete Pavement* SECTION 02528 Concrete Curb and Gutter* SECTION 02529 Concrete Sidewalks, Driveways, Approaches, Curb Turn Fillets, Valley Gutters and Miscellaneous New Concrete Construction* SECTIONS 02900 - LANDSCAPING SECTION 02910 Seeding* SECTION 02920 Hydraulic Seeding* DIVISION 26 - ELECTRICAL SECTIONS 260000 - ELECTRICAL SECTION 260519 LOW-VOLTAGE, ELECTRICAL POWER CONDUCTORS AND CABLES SECTION 260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS SECTION 260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS SECTION 262713 ELECTRICITY UTILITY METERING SECTION 265600 EXTERIOR LIGHTING Table of Contents— Page 3 of 4 Toc.doc Revised January,2010 SECTION 00100 INVITATION TO BID Separate sealed bids for construction of N. 7th Avenue Lighting Improvements — 2012 will be received by the City of Bozeman at the office of the City Clerk, City Hall, 121 N. Rouse Avenue, P.O. Box 1230, Bozeman, Montana, 59771-1230 until 2:00 PM local time on Tuesday, September 11th, and then publicly opened and read aloud. The physical address is: City Clerk's Office, Suite 200, City Hall, 121 No. Rouse Avenue, Bozeman, Montana. The mailing address is: City Clerk's Office, Suite 200, City Hall, P.O. Box 1230, Bozeman, Montana 59771 Bids must be received before 2 p.m. Tuesday, September 11, 2012. Original copies must be submitted- no faxed or electronic bids will be accepted. Late bids will be returned unopened. Each bid shall be submitted in a sealed envelope. The envelope shall be clearly marked on the outside with the bidder's name, address, contractor's registration number and the following language: "BID PROPOSAL FOR N. 7TH AVENUE LIGHTING IMPROVEMENTS — 2012" The project generally consists of, but is not necessarily limited to, the following major items: • Installation of new decorative luminaires; • Retrofitting new luminaire arms on existing signal poles; • Painting of poles/signals, ADD ALT #1; • Sidewalk, boulevard, curb and gutter, and paving improvements The work will be done under a single contract. The Contract Documents consisting of half size Drawings and Project Manual may be viewed or obtained by either electronic documents on-line, or a hard copy at the office of Morrison-Maierle, Inc., 2880 Technology Boulevard West, Bozeman, MT 59718. Invitation to Bid - 00100- Page I of 4 00100.doc Revised January,2010 project will be required to obtain registration with the Montana Department of Labor and Industry (DLI). Forms for registration are available from the Department of Labor and Industry, P.O. Box 8011, 1805 Prospect, Helena, Montana 59604-8011. Information on registration can be obtained by calling 1-406-444-7734. Forms for registration can also be obtained online at MT.Contractor.Com. CONTRACTOR's are required to have registered with the DLI prior to bidding on this project. All laborers and mechanics employed by CONTRACTOR(s) or subcontractors in performance of the construction work shall be paid wages at rates as may be required by the laws of the United States and the state of Montana in accordance with the schedule of Montana Prevailing Wage Rates established by the Montana Department of Labor and Industry included in the Project Manual. The CONTRACTOR must ensure that employees and applicants for employment are not discriminated against because of their race, color, religion, sex or national origin. Discrimination in the performance of any contract awarded under this Invitation to Bid on the basis of race, color, religion, creed, sex, age, marital status, national origin, or actual or perceived sexual orientation, gender identity or disability is prohibited. This prohibition shall apply to the hiring and treatment of the warded entity's employees and to all subcontracts. Every entity submitting under this Invitation to Bid must sign and return the required affirmation. The affirmation is included in Section 00300-Bid Form of the bidding documents. Failure to comply with the above shall be cause for the City to deem the Bidder's Bid Submittal non-responsive. Each bid or proposal must be accompanied by a Certified Check, Cashier's Check, or Bid Bond payable to the City of Bozeman, in an amount not less than ten percent (10%) of the total amount of the bid. Successful BIDDERS shall furnish an approved Construction Performance Bond and a Construction (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 the Bids specified above. 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 (60) days, and to Invitation to Bid - 00100 - Page 3 of 4 00100,doc Revised January,2010 SECTION 00200 INSTRUCTIONS TO BIDDERS TABLE OF CONTENTS ARTICLE 1 - DEFINED TERMS....._..... ....... ...................... ...... 3 ARTICLE 2 - COPIES OF BIDDING DOCUMENTS........,,. ......_................. ..........._ 3 ARTICLE 3 - QUALIFICATIONS OF BIDDERS ..................... .......................-... ....... 3 ARTICLE 4 - EXAMINATION OF BIDDING DOCUMENTS, OTHER RELATED DATA, ANDSITE,...................... ...........____.................. ............. 4 ARTICLE 5 - DELETED ................... ...................._............................. 7 ARTICLE 6 - SITE AND OTHER AREAS.........................__...................__..................7 ARTICLE 7 - INTERPRETATIONS AND ADDENDA ...............__..._.......................... 8 ARTICLE 8 - BID SECURITY...................................... ................................._ 8 ARTICLE 9 - CONTRACT TIMES .....................__...... ......... ............................ 9 ARTICLE 10 - LIQUIDATED DAMAGES................. .............. .................................._9 ARTICLE 11 - SUBSTITUTE AND "OR-EQUAL" ITEMS ...........__.................................9 ARTICLE 12 - SUBCONTRACTORS, SUPPLIERS, AND OTHERS.,....................... .....9 ARTICLE 13 - PREPARATION OF BID ...................... ............................... ................. 10 ARTICLE 14 - BASIS OF BID; COMPARISON OF BIDS.................................. ........... 11 ARTICLE 15 - SUBMITTAL OF BID........................... ...... ........_...... ........... 12 ARTICLE 16 - MODIFICATION AND WITHDRAWAL OF BID ..................... ....... 13 ARTICLE 17 - OPENING OF BIDS .........__........................... ....... ................. ............ 14 ARTICLE 18 - BIDS TO REMAIN SUBJECT TO ACCEPTANCE ................................. 14 ARTICLE 19 — EVALUATION OF BIDS AND AWARD OF CONTRACT....................... 14 Instructions to Bidders -00200 - Page 1 of 20 5 00200-doc Revised December,2019 SECTION 00200 INSTRUCTION TO BIDDERS ARTICLE 1 - DEFINED TERMS 1.01 Terms used in these Instructions to Bidders will have the meanings indicated in the General Conditions and Supplementary Conditions. Additional terms used in these Instructions to Bidders have the meanings indicated below which are applicable to both the singular and plural thereof: A. Bidder--The individual or entity who submits a Bid directly to OWNER. B. Issuing Office--The office [identified in the Invitation to Bid] from which the Bidding Documents are to be issued and where the bidding procedures are to be administered. C. Successful Bidder--The lowest responsible Bidder submitting a responsive Bid to whom OWNER (on the basis of OWNER's evaluation as hereinafter provided) makes an award. ARTICLE 2 - COPIES OF BIDDING DOCUMENTS 2.01 Complete sets of the Bidding Documents in the number and for the deposit sum, if any, stated in the [Advertisement or] Invitation to Bid may be obtained from the Issuing Office. The deposit will not be refunded. 2.02 Complete sets of Bidding Documents must be used in preparing Bids; neither OWNER nor ENGINEER assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.03 OWNER and ENGINEER, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids for the Work and do not confer a license or grant for any other use. ARTICLE 3 - QUALIFICATIONS OF BIDDERS 3.01 To demonstrate Bidder's qualifications to perform the Work,the Bidder shall submit written evidence such as financial data, previous experience in performing comparable work, business and technical organization, present commitments, and such other data as may be called for below or in the Supplementary Conditions. A form entitled "Information Required of Bidders" is included with the Bid Form documents for the purpose of the Contractor furnishing this information and shall be submitted with the Bid Documents at the time of the Bid Opening, A. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification priorto award of the contract. No Bidder will be acceptable if he is engaged in any other work which impairs his ability of meeting all requirements herein stipulated. Instructions to Bidders -00200 - Page 3 of 20 5 00200.doc Revised December,2011 including OWNER, or others. OWNER and ENGINEER do not assume responsibility for the accuracy or completeness thereof unless expressly provided otherwise elsewhere. 4.03 Hazardous Environmental Condition A. The Supplementary Conditions identify any reports and drawings known to the Owner relating to a Hazardous Environmental Condition identified at the Site. B. Copies of reports and drawings referenced in the Supplementary Conditions will be made available by OWNER for examination by any Bidder at the Issuing Office on request. Those reports and drawings are not part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in paragraph 4.06 of the General Conditions has been identified and established in paragraph 4.06 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion Bidder draws from any "technical data" or any other data, interpretations, opinions, or information contained in such reports or shown or indicated in such drawings, 4.04 Responsibility for Adequacy of Data Furnished A. Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to subsurface conditions, Underground Facilities, and other physical conditions, and possible changes in the Bidding Documents due to differing or unanticipated conditions appear in paragraphs 4,02, 4.03, and 4.04 of the General Conditions. Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to a Hazardous Environmental Condition at the Site, if any, and possible changes in the Contract Documents due to any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work appear in paragraph 4.06 of the General Conditions. 4.05 Access to the Site A. On request, OWNER will provide Bidder access to the Site to conduct such examinations, investigations, explorations, tests, and studies as Bidder deems necessary for submission of a Bid. Bidder shall fill and compact all holes and cleanup and restore the Site to its former condition upon completion of such explorations, investigations, tests, and studies. Bidder shall comply with all applicable Laws and Regulations relative to excavations and utility locates. 4.06 Other Work at the Site A. Reference is made to Article 7 of the Supplementary Conditions or other sections of the Project Manual for the identification of the general nature of other work that is to be performed at the Site by OWNER or others (such as utilities and other prime contractors) that relates to the Work for which a Bid is to be submitted. On request, OWNER will provide to each Bidder for examination access to or copies of Contract Documents (other than portions thereof related to price) for such other work. Instructions to Bidders- 00200 -Page 5 of 20 5 00200.doc Revused December,2011 I. Promptly give ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder discovers in the Bidding Documents and confirm that the written resolution thereof by ENGINEER is acceptable to Bidder; and J. Determine that the Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work. 4.08 Representation Made by Submitting a Bid A. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Bidding Documents and applying any specific means, methods, techniques, sequences, and/or procedures of construction that may be shown or indicated or expressly required by the Bidding Documents, that Bidder has given ENGINEER written notice of all conflicts, errors, ambiguities, and discrepancies that Bidder has discovered in the Bidding Documents and the written resolutions thereof by ENGINEER are acceptable to Bidder, and that the Bidding Documents and any written resolutions are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. 4.09 Electronic Bidding Documents A. The Contractor agrees that the digital files provided for this Project are the property of the Owner and instruments of the professional service of Morrison-Maierle, Inc., and these entities shall retain all common law, statutory law and other rights, including the copyrights thereto. The Owner and Morrison-Maierle, Inc. make no representation as to the compatibility of the electronic files with the Contractor's software and shall not be responsible for any consequences caused by the incompatibility of the Contractor's software with the software used by Morrison-Maierle, Inc. to prepare or create the digital files. The Owner and Morrison-Maierle, Inc. will not be responsible for any consequences resulting from the Contractor's conversion of the digital files to a different format. The Contractor shall not alter or modify the digital files in any way. The Contractor shall not use the data contained in the electronic files for any purpose other than for use in relation to the referenced Project. ARTICLE 5 - DELETED ARTICLE 6 - SITE AND OTHER AREAS 6.01 The Site is identified in the Bidding Documents. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by OWNER unless otherwise provided in the Bidding Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment, or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by CONTRACTOR. Instructions to Bidders -10200 - Page 7 of 20 5 00200.doo Revised December,2011 ARTICLE 9 - CONTRACT TIMES 9.01 The number of days within which, or the dates by which, Milestones are to be achieved and the Work is to be Substantially Completed and ready for final payment are set forth in Section 00300 Bid Form and Section 00500 Agreement. ARTICLE 10 - LIQUIDATED DAMAGES 10.01 Provisions for liquidated damages, if any, are set forth in Section 00300 Bid Form and Section 00500 Agreement. ARTICLE 11 - SUBSTITUTE AND "OR-EQUAL" ITEMS 11.01 The Contract, if awarded, will be on the basis of materials and equipment specified or described in the Bidding Documents without consideration of possible substitute or"or- equal" items. Whenever it is specified or described in the Bidding Documents that a substitute or "or-equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to ENGINEER, application for such acceptance will not be considered by ENGINEER until after the Effective Date of the Agreement. The procedure for submission of any such application by CONTRACTOR and consideration by ENGINEER is set forth in Paragraph 6.05 of the General Conditions and may be supplemented in the Supplementary Conditions or the General Requirements of the technical specifications. ARTICLE 12 - SUBCONTRACTORS, SUPPLIERS, AND OTHERS 12.01 When required by the Supplementary Conditions for the Contractor to identify certain Subcontractors, Suppliers, individuals, or entities, all Bidders shall submit to OWNER with their bid a list of all such Subcontractors, Suppliers, individuals, or entities proposed for those portions of the Work for which such identification is required. Such list shall be accompanied by an experience statement with pertinent information regarding similar projects and other evidence of qualifications for each such Subcontractor, Supplier, individual, or entity. If OWNER or ENGINEER, after due investigation, has reasonable objection to any proposed Subcontractor, Supplier, individual, or entity, OWNER may, before the Notice of Award is given, request apparent Successful Bidder to submit a substitute, without an increase in the Bid. 12.02 If apparent Successful Bidder declines to make any such substitution, OWNER may determine such Bidder to be non-responsive and reject the Bid, and may award the Contract to the next lowest Bidder that proposes to use acceptable Subcontractors, Suppliers, individuals, or entities. Declining to make requested substitutions will not constitute grounds for forfeiture of the Bid Security of any Bidder. Any Subcontractor, Supplier, individual, or entity so listed and against which OWNER or ENGINEER makes no written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the Effective Date of the Agreement as provided in paragraph 6.06 of the General Conditions. Instructions to Bidders - 00200 - Page 9 of 20 5 00200.doc Revised December,201 13.10 The address and telephone number for communications regarding the Bid must be shown. 13.11 The Bid must contain evidence of Bidder's authority and qualification to do business in Montana [or the state where the Project is located] or covenant to obtain such qualification prior to award of the Contract and attach such covenant to the Bid. Bidder's current Montana state contractor registration [license) number [or for the state of the Project, if any], must be shown on the Bid Form. 13.12 The Bid will not be considered unless accompanied by proper Bid Security in accordance with Article 8 of these Instructions to Bidders. 1113 The Bid may not be considered unless all attached forms or certifications in this Project Manual are completed. Depending on federal assistance regulations, these may include, but are not limited to: Noncollusion Affidavit Certification of Nonsegregated Facilities DBE Certifications EEO Certifications Clean Air Act and Water Pollution Control Act Certifications Federal Lobbying Certification 13.14 Alternate Bids will not be considered unless called for. 13.15 Bids by telephone, telegraph, fax or other telecommunication systems will not be considered. 13.16 No Bidder may submit more than one Bid. Two Bids under different names will not be received from one firm or association. ARTICLE 14 - BASIS OF BID; COMPARISON OF BIDS 14.01 Bids A. Bidders shall submit a Bid on a unit price andlor lump sum basis for each item of Work listed in the Bid Schedule as provided in the Bid Form and as described below. The Bid will not be considered unless the Bid Form contains prices for all unit price and/or lump sum items, and alternates, as shown on the Bid Form. Bids and totals shall be shown legibly in their proper locations. The Total Amount of the Bid shall be legibly written and numerically presented in the proper places and the Bid Form shall be manually signed. 14.02 Unit Price A. Bidders shall submit a Bid on a unit price basis for each item of Work listed in the Bid Schedule. Instructions to Bidders -00200 - Page 11 of 20 5 00200,dcr- Devised December,2011 A. Fill in all blanks on the Project Manual cover to be provided for the Bid Proposal. B. Complete all required items in the Bid Form. Submit Section 00300—Bid Form in its' entirety. C. Sign and attach all Addenda. D, Provide Bid Security in accordance with Article 7 of these Instructions to Bidders. E. Affirmation of compliance with the City of Bozeman Resolution No, 4250. F. Complete and provide all required forms and certifications as listed in Article 7 of the Bid Form. G. Other data required by the Instructions to Bidders, Bid Form, Supplementary Conditions or Bidding Documents. 15.02 A Bid shall be submitted no later than the date and time prescribed and at the place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope plainly marked with the Project title (and, if applicable, the designated portion of the Project for which the Bid is submitted), the name and address of Bidder,and shall be accompanied by the Bid Security and other required documents. If a Bid is sent by mail or other delivery system, the sealed envelope containing the Bid shall be enclosed in a separate envelope plainly marked on the outside with the notation "BID ENCLOSED." A mailed Bid shall be addressed to: City of Bozeman Attn: Stacy Ullmen, City Clerk 121 N. Rouse Avenue Bozeman, MT 59715 15.03 Other Bid submittal requirements: A. The Bid will not be considered unless accompanied by proper Bid Security in accordance with Article 8 of these Instructions to Bidders. B. Alternative Bids will not be considered unless called for. C. Bids by telephone, telegraph, fax or other telecommunication systems will not be considered. 15.04 Statement of Bidder's Qualifications and Other Information: Ali Bidders shall be required to submit certain information as required in the form entitled "Information Required of Bidders" which is included with the Bidding Documents, This information shall be submitted with the Bid Documents at the time of the bid opening. Failure to comply with this requirement may render the Bid unresponsive and may result in the rejection of the Instructions to Bidders-00200 - Page 13 of 20 5 0020D.doc Revised December,2011 has an interest in more than one Bid for the Work may be cause for disqualification of the Bidder and the rejection of all Bids in which that Bidder has an interest. 19.03 In evaluating Bids, OWNER will consider whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award, 19.04 In evaluating Bidders, OWNER will consider the qualifications of Bidders and may consider the qualifications and experience of Subcontractors, Suppliers, and other individuals or entities proposed for those portions of the Work for which the identity of Subcontractors, Suppliers, and other individuals or entities must be submitted as provided in the Bid Form or Supplementary Conditions. 19.05 OWNER may conduct such investigations as OWNER deems necessary to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers, individuals, or entities proposed for those portions of the Work in accordance with the Contract Documents. 19.06 If the Contract is to be awarded, OWNER will award the Contract to the responsible Bidder whose Bid is in the best interests of the Project. Consideration factors will include conformance with all material terms and conditions of the Contract Documents, Bid price, and other appropriate factors. 19.07 If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within the time the Bid is to remain open as stated in the Bid form. 19.08 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. 19.09 The OWNER reserves the right to cancel the award of any Agreement at any time before the complete execution of said Agreement by all parties without any liability against the OWNER. 19.10 If, at the time this Contract is to be awarded, the total of the lowest acceptable Bid Proposal exceeds the funds then estimated by the Owner as available, the Owner may reject all Bid Proposals or take such other action as best serves the Owner's interests. ARTICLE 20 - CONTRACT SECURITY AND INSURANCE 20,01 Article 5 of the General Conditions, as may be modified by the Supplementary Conditions, sets forth OWNER's requirements as to Performance Bond, Payment Bond and insurance. When the successful Bidder delivers the executed Agreement to OWNER, it must be accompanied by such Bonds and insurance certificates. Instructions to Bidders-00200 - Page 15 of 20 5 00200.dcc Revised December,2011 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. 22.05 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, ARTICLE 23 - MPW STANDARD SPECIFICATIONS 23.01 The Montana Public Works Standard Specifications are referred to elsewhere in this document as the MPW Standard Specifications or MPWSS. Copies of the MPW Standard Specifications and all addenda are available from: Montana Contractors Association, Inc. 1717 11th Avenue Helena, MT 59601 Telephone: (406) 442-4162 ARTICLE 24 - COMPLIANCE WITH LABOR STANDARDS AND WAGE RATE REQUIREMENTS 24.01 For public works projects, pursuant to MCA 18-2-422, all laborer and mechanics employed by the CONTRACTOR(s) or subcontractors in performance of construction projects with a total cost in excess of $25,000, shall be paid, minimum wages in conformance with the prevailing State Wage Rates published by the Montana Department of Labor and Industry. The prevailing wage rate schedules are included herein. The OWNER does not guarantee that labor can be procured for the minimum wages shown on the referenced schedules. The rates of wages listed are minimum only, below which the CONTRACTOR cannot pay, and they do not constitute a representation that labor can be procured for the minimum listed. 24.02 The minimum wages included in the Project Manual are not controlling except as to the minimum for the purpose of Montana State Law or the Davis-Bacon Act; therefore, it is incumbent upon each employer to pay the standard prevailing rate of wa_qes including fringe benefits for health and welfare and pension contributions, and travel allowance provisions in effect and applicable to the county or locality in which the work is beim performed. The CONTRACTOR and all subcontractors are directed to the Montana Commissioner of Labor for information on the standard prevailing rate of wages applicable to this contract within this project area. 24.03 "Standard Prevailing Rate of Wages" is defined by Section 18-2-401 MCA, as including wages, fringe benefits for health and welfare and pension contributions and travel allowance which are paid in the county or locality by other contractors for work of a similar character performed in that county or locality by each craft, classification or type of worker needed to complete a contract. Instructions to Bidders- 00200 - Page 17 of 20 5 00200Aoc Revised December, 2011 32.01 These Contract Documents and this Contract allow the OWNER to make periodic payments within 21 days after the OWNER's approval of each periodic payment request. ARTICLE 33 — DELETED ARTICLE 34 — BOZEMAN BUSINESS LICENSE 34.01 CONTRACTOR and all subcontractors will be required to obtain a current City of Bozeman business license prior to award of the Contract. The City Business License is not required for bidding. The license(s) may be obtained from the City of Bozeman. Information on requirements and cost of the license may be obtained by calling 406-582- 2300. Applications may be obtained at City Hall, 121 N. Rouse Ave. ARTICLE 35 — NONDISCRIMINATION IN EMPLOYMENT — EQUAL OPPORTUNITY CLAUSE 35.01 Attention of Bidders is particularly called to the requirement for ensuring that employees and applicants for employment are not discriminated against because of their race, color, religion, national origin, sex, marital status, age, or political ideas. Bidders on this work will be required to comply with the President's Executive Orders No. 11246 as amended, 11458, 11518, and 11625. 35.02 During the performance of this Contract(s)the CONTRACTOR's and subcontractors agree not to discriminate in employment practices. During the performance of these Contract(s), the CONTRACTOR'S and subcontractors agree as follows: A. The CONTRACTOR will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The CONTRACTOR will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to the following-, Employment, upgrading, demotion or transfer, recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. The CONTRACTOR agrees to post in conspicuous places, available to employees and applicants for employment, notices setting forth the provisions of this nondiscrimination clause. B. The CONTRACTOR will, in all solicitations or advertisements for employees placed by or on behalf of the CONTRACTOR, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. C. The CONTRACTOR will send to each labor union or representative or workers with which he has a collective bargaining agreement or other contract or understanding, a notice advising the said labor union or workers' representative of the CONTRACTOR's commitments under this agreement as required pursuant to Instructions to Bidders -00200 - Page 19 of 20 5 00200.dor, Revised December,2011 SECTION 00300 BID FORM PROJECT IDENTIFICATION: N. 7r" Avenue Lighting Improvements - 2012 City of Bozeman CONTRACT IDENTIFICATION AND NUMBER: MINA #0417,063 THIS BID IS SUBMITTED TO: City of Bozeman Attn: Stacy Ullmen, City Clerk 121 N. Rouse Avenue Bozeman, IVIT 59715 ARTICLE 1 - CONTRACT 1.01 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with OWNER in the form included in the Bidding Documents, to perform: and furnish all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents. Bidder will sign, and submit the Agreement with the Bonds and other documents required by the Bidding Requirements within fifteen (15) days after the date of OWNER's Notice of Award. ARTICLE 2 - E31D TO REMAIN OPEN 2.01 Bidder accepts all of the terms, and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders, including without limitations those dealing with the disposition of Bid Security, The Bid will remain subject to acceptance for sixty (60) days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of OWNER. ARTICLE 3 - SUBMITTING THE BID 3.01 In submitting this Bid, Bidder represents, as set forth in the Agreement, that: A. Bidder has examined and carefully studied the Bidding Documents, other related data identified in the Bidding Documents, and the following Addenda, receipt of all which is hereby acknowledged- 600300 Section 00300- Page 1 of 12 Revised January,2010 H. Bidder has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and the written resolution thereof by ENGINEER is acceptable to Bidder, 1, The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted. 3.02 Bidder further certifies that: A. This Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization or corporation-, B. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; C. Bidder has not solicited or induced any individual, firm, or entity to refrain from bidding; D. Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over OWNER; and E. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph 3.02 E: 1 "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process; 2. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of Owner, (b) to establish bid prices at artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and open competition', 3. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of Owner, a purpose of which is to establish bid prices at artificial, non-competitive levels; and 4 "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 600300 Section 00300- Page 3 of 12 Revised January,2010 N 7 T"AVEN�UE LIGHTING IMPROVEMENTS -2012 BID SHEET The Bid for the following items shall be a unit price or lump sum bid for all construction work described in the Contract Documents. The bid price shall include all temporary or permanent equipment, materials, supplies, and labor necessary to construct the item in accordance with the Contract Documents. BASE BID ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION' QUANTITY UNIT PRICE PRICE 101 Mobilization/Demobilization 1 L.S. No more than,3%of Total Bid) 10,600.00 10,600.00 102 Taxes, Bonds, Insurance, and I-.& Administration 7,750,00 7,750,00 103 Electrical Component Construction,complete L.S. 487,585.00 487,585,00 104 Civil Component Construction, Complete 41,500.00 41,500.00 TOTAL PRICE BASE BID Bid in Figures: $547,435.00 Bid in Words- Five Hundred Forty-seven Thousand Four Hundred Thirty-five and zero dollars Section 00300-Page 5 of 12 Revised December 2011 4 Conditions, and will be completed and ready for final payment in accordance with paragraph 14.07 of the General Conditions within 120 calendar days after the date when the Contract Times commence to run. ARTICLE 6 - LIQUIDATED DAMAGES AND DAMAGES FOR ADDITIONAL ENGINEERING SERVICES 6.01 In the event the Bidder is awarded the Contract and shall fail to meet the Substantial Completion time limits provided by the Contract Documents, liquidated damages shall be paid to the OWNER by the Bidder at the rate stated in the Agreement until all work shall be determined to meet the Substantial Completion requirements of the Contract Documents. In addition, the Bidder shall pay to the OWNER damages at the rates specified in Sections 6.05 and 6.06 for expenses incurred by the OWNER for additional engineering services resulting from Bidder's failure to meet the Substantial Completion time limits. In the event the Bidder shall fail to meet the Final Completion time limits provided by the Contract Documents, liquidated damages shall be paid to the OWNER by the Bidder at the rate stated in the Agreement until all work shall be determined to meet the Final Completion requirements of the Contract Documents. In addition, the Bidder shall pay to the OWNER damages at the rates specified in Sections 6.05 and 6.06 for expenses incurred by the OWNER for additional engineering services resulting from Bidder's failure to meet the Final Completion time limits. 6.02 The Bidder agrees to pay these damages for failure to complete the work within the specified contract time both for compensation to the OWNER for non-use of the completed work and for compensation to the OWNER for expenses incurred by the OWNER for additional engineering services during the contract time overrun. 6.03 The Bidder further agrees to pay damages incurred by the OWNER for additional engineering services necessitated by the Bidder furnishing materials, workmanship, and/or equipment not in conformance with the Contract Documents resulting in additional construction administration/observation work and/or redesign work by the Engineer', or any reestablishment of survey lines or benchmarks destroyed by the Bidder's actions; or additional work required by the failure of the Contractor to maintain adequate record documents. 6.04 Construction observation time will be accrued at straight time up to 40 hours per week and 1.5 times over 40 hours per week or legal holidays, The Contractor shall provide a construction schedule per Section 01300, SUBMITTALS. If the Contractor intends to work double shifts, then two construction observers may be required. If two construction observers are on the job, then observation time will be accrued at straight time up to 40 hours per week per observer. 6.05 Damages for additional engineering services shall be determined based on the following hourly rates: Section 00300- Page 7 of 12 600300 Revised December 2011 9.01 The OWNER reserves the right to reject any or all bids, ARTICLE 10 - BID SUBMISSION SUBMITTED on September 11 120 12 Montana Contractor Registration No, 55235 [Employer's Tax ID No. 81-0220400 _.] Contractor's Special Fuel User's Permit No. 054708-SU (if exempt, please declare here) Section 00300-Page 9 of 12 600300 Revised Der-ember 201 1 A Partnership Name (typed or printed): By: (SEAL) (Individual's signature) Name (typed or printed): Business address: Phone No.: FAX No.: Email A Joint Venture (Each Joint Venture must sign.) Joint Venturer Name: (SEAL) By: (Signature of joint venture partner) Name (typed or printed): Title: Business address: Phone No.: FAX No.: Email Joint Venturer Name: (SEAL) By: (Signature of joint venture partner) Name (typed or printed): Title: Business address: Phone No.: FAX No.: Email Section 00300- Page 11 of 12 600300 Revised December 2011 INFORMATION REQUIRED OF BIDDERS (Required of All Bidders with, submittal of Bids at time of Bid Opening) The Bidder shall furnish the following information as specified in the Instructions To Bidders, Failure to do so may render the Bid unresponsive and may result in rejection of the Bid. Additional sheets as required may be attached. I Contractor name and address: Yellowstone Electric Co. 1919 4th Ave N EliffingsM75M01 2. Contractor,s telephone number: 406-252-3407 & Names and titles of major officers of Contractor firm: Bruce Hill. President Lori Miller, Treasurer George Haddenhorst, Vice President Panzer Gnauck, Secretary an Anseth,-V ice--President 4. Name of Contractors representative who inspected the site: Tim ross Date of Inspection: 6. Name, address and telephone number of surety company and agent who will provide required bonds on this contact: Great American Insurance Company 301 E 4th ST Cincinnati, Ohio 452024201 6. Attach a list of three (3) construction contracts completed by the Bidder during the last 10 years involving similar work and the amount of the Contract, The list shall include projects the Bidder is currently working on along with the names, addresses, and the telephone numbers of the project owner representative most familiar with the details of the project. State the approximate cost of each project along with the total amount of change orders as a percentage of the original bid' price, 45'ee, 7. Bank reference, List the Bank name, Contact person, and telephone number: First Interstate Bank Susan Riplett 406-255-5127 a. Have you ever failed to complete any work awarded to you? No If so, where and why?, 9. Have you ever defaulted on a contract? No If so, where and why? Information Required of Bidders - 1 of 3 7 00300jROF3 Revised January 2010 Fame: Value, Name: Value: Name: Value: 15. The Bidder shall fast below the name of the manufacturer and medal or type of the listed items of equipment or materials, ,After the opening of bids, no changes or substitutions will be allowed without the express approval of the Engineer and the Owner. It is the responsibility of the Contractor to furnish materials and'equipment meeting the requirements of the Specifications, and acceptance of the Bid does not constitute nor imply approval of Items proposed. The Owner reserves the right to deny approval of any equipment or materials that do not comply with the Specifications, even though listed herein: SPECIFICATION NUMBER ITEM MANUFACTURER MODEL As specified Voles and heads Lumex DDS 50 As specified Signal fixture Velmont/American Fixt-12525SMR T2R3FGNR LC (Luminaire Ext w/15' ar ) The undersigned hereby authorizes and requests any person,firm or corporation to fumish any information requested by the Owner in verification of the recital comprising this statement of Bidd'er's qualifications and other Information 'Required of Bidders. The undersigned further agrees that they will not bring suit in a court of law for any information that is furnished to Owner in good faith by said parties or persons responding to Owner's requests for information concerning Bidder's qualifications. Dated this 11th day of September . 20 12 Yellowstone Electric Co. Name of Bidder By: Title: Chief Estimator END OF INFORMATION RP-QUIRED OF BIDDERS Information Required of Bidders - 3 of 3 Revised Janum 2010 NON-COLLUSION AFFIDAVIT (TO BE EXECUTED AND PROVIDED WITH BID FORM) STATE OF MONTANA Montana ) S5 COUNTY OF Yellowstone being first duly sworn, deposes and says that he is (sole owner, a partner, president, secretary, etc.) of the party making the foregoing bid: that such bid is not made in the interest of or on behalf of any undisclosed person, partnership, company, association, organization,or corporation; that such bid Is genuine and not collusive or sham; that said Bidder has not directly or indirectly induced or solicited any other Bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any Bidder or anyone else to put in a sham bid, nor that anyone shall refrain from bidding; that said Bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of said Bidder or any other Bidder, nor to fix any overhead, profit, or cost element of such bid price, nor of that of any other Bidder, nor to secure any advantage against the public body awarding the Contractor anyone interested in the proposed Contract; that all statements contained in such bid are true; and, further, that said Bidder has not directly or indirectly, submitted his bid price or any breakdown thereof, nor the contents thereof, nor divulged information or data relative thereto,nor paid and will not pay fee in connection therewith to any corporation, partnership, company, association, organization, bid depository, nor to any member or agent thereof, nor to any other Individual except to such person or persons as have a partnership or other financial interest with said Bidder in his general business. ........... -�JA MES JWr R ��AMES� W.AAY,-P'*lCbr1h0'Stite bf t4ontma Title: re-0-5 . My Com=7 Exptres Subscribld and sworn to before me this day June 05,2013 (Jay of 20 (SEAQ Notary Public Nonc;olluslon Affidavit-Pagel of I 8 COX0_NCA Revised/January,2010 Affirmation of Compliance with City of Bozeman Resolution No. 4250 ' Yellowstone Electric Co. [Name of Entity Submitting] hereby affirms it will not discriminate on the basis of race, color,religion, creed,sex,age,marital status,national origin,or because of actual Or perceived sexual orientation,gender identity or disability in the performance Dfwork performed for the City of Bozeman, if a contract is awarded to it, and also recognises the eventual contract, if awarded, will contain a provision prohibiting discrimination as described above and that this prohibition shall apply to the hiring and treatment of the Yellowstone Electric Co. [Name of Entity Submitting] employees and to all subcontracts it enters into in the performance of the Agreement with the City of Bozeman. By:( (Sig�naure of Person Authorized to Sign on Behao,ofthe Bidder) Name(typed or printed): Lori Miller Treasurer NA041 M30eslgn DoWSpecst.9 00300_Non UscrImInafion,doc PENAL SUM FORM BED BOND Any singular reference to Bidder, Surety,owner or other party shall be considered plural where applicable. BIDDER(Name and Address): Yellowstone Electric Co. P.O. Box 2018 Billings, MT 59103 SURETY (Name and Address of Principal Place of Business): Great American Insurance Company 301 E. 4th St. Cincinnati,OH 45202-4201 OWNER('Name and A ddress): City of Bozeman 121 North Rouse, P.O. Box 200 Bozeman, MT 59771 BID Bid Due Date: 9111/2012 Description(Project Name and Include Location): N, 7th Avenue Lighting Improvements 2012, Bozeman, Montana BOND Bond Number: 001 Date(Mot earlier than Bid due date): 9/1112012 Penal sum Ten Percent of the Total Amount Bid $ 10% (Words) ------- (Figures) Surety and Bidder, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Bid Bond to be duly executed by an authorized officer, agent, or representative. BIDDER SURETY Yellowstone-Electric Co. (Seal) Great American Insurance Company (Seal) Bidder's Name and Corporate Seal Surety's Name an orpor S BY: �--42 # 'M By: Signature Si e(Attach Po er of Attorney) 10 e-, A M ( k John D. Leaf Print Name —Print Name Name rpor S S1 04 P e(Attach Po$er o�fAtt( e CL5 Attorney-In-fact Title Title Attest: - Attest OZzldb (W 2 : Signature rlgattire Beth A. Windom, Bond Clerical Title Title Note:Above addresses are to be used for giving any required notice. Provide execution by any additional parties, such as joint venturers, ifnecessary. Bid Bond- 00430- Page I of 2 EJCDC 0430 Bid Bond(Penal Sum Form)(2007 EdItion).Prepared by the Engineers Joint Contract Dncurn&Q[994&9tGMED: HUB INTERATIONAL MOUR (!PW STATES LIMI TEU ✓ t�� C?M A)-P:a EYC n flc P I M GREAT AMERICAN INSURANCE COMP ►NY(R) Administrative Office, 301 E 4TH STREET 0 CINCINNATI,OHIO 45202 19 513-369-5000 0 FAX 513-723-2740 The number of persons authorized by this power of attorney is not more than THREE No.0 14098 POWER OFATTORNEY KNOW ALL MEN BY THESE PRESENTS, That the GREATAMERICAN INSURANCE COMPANY,a corporation organized and existing Linder and by virtue of the laws of the State of Ohio,does hereby nominate,constitute and appoint the person or persons named below,each individually if more than one is named,its true and lawful attorney-tri-fact,for it and in its name,place and stead to execute on behalf of the said Company,as surety,any and all bonds, undertakings and contracts of suretyship,or other written obligations iri the nature thereof,provided that the liability of the said Company on any such bond, undertaking or contract of suretyship executed under this authority shall not exceed the limit stated below. Name Address Limit of Power JOHN D.LEAF ALL OF ALL BETH A.WINDOM GREAT FALLS, $75,000,000m JENNY JOHNSON MONTANA This Power of Attorney revokes all previous powers issued on behalf of the attomey(s)-in-fact named above. IN WITNESS WHEREOF the GREATAMERICAN INSURANCE COMPANY has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 26TH day of APRIL 1 2012 Attest GREAT AMERICAN INSURANCE COMPANY Assistant Secretary Divisional Senior Vice President STATE OF OHIO,COUNTY OF HAMILTON-ss: DAVID C.KITCHN(877-377-2405) On this 26TH day of APRIL 2012 ,before me personally appeared DAVID C. KITCHIN, to me known,being duly sworn, deposes and says that he resides in Cincinnati,Ohio,that he is a Divisional Senior Vice President of the Bond Division of Great American Insurance Company,the Company described in and which executed the above instrument,-that he knows the seal of the said Company,that the seal affixed to the said instrument is such corporate seal;that it was so affixed by authority of his office under the By-Laws of said Company,and that he signed his name thereto by like authority, KAREN L.GROSHEIM NOTARY PUBLIC,STAR OF OHIO MY COMMISSION EMM 02-2D-16 This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company by unanimous written consent dated June 9,2008. RESOLVED,- That the Divisional President, the several Divisional Senior Vice Presidents,Divisional Vice Presidents and Divisonal Assistant Vice Presidents,or any one of them,be and hereby is authorized,from time to time,to appoint one or more Attorneys-in-Fact to execute on behatf of the Company, as surety,any and all bonds,undertakings and contracts of suretyship,or other written obligations in the nature thereof to prescribe their respective duties and the respective limits of their authority;and to revoke any such appointment at any time, RESOLVED FURTHER: That the Company seat and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the Company may be affixed by facsimile to airy power of attorney or certificate of either given for the execution of any bond, undertaking, contract of suretyship, or other written obligation in the nature thereof,such signature and seal when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company to be valid and binding upon The Company with the same force and effect as though manually affixed CERTIFICATION 1,STEPHEN C.BERAHA,Assistant Secretary of Great American Insurance Company,do hereby certify that the foregoing Power of Attorney and the Resolutions of the Board of Directors of June 9,2008 have not been revoked and are now in full force and effect. Signed and scaled this 11TH day of SEFFEvBER 2012 @ AssislaniSecrelary $1029AC(4/111 SECTION 00500 AGREEMENT FORM THIS AGREEMENT is dated as of the day of in the year (effective date), by and between The City of Bozeman (hereinafter called OWNER) and Yellowstone Electric Company (hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE I -WORK 1.01 CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described in the Invitation to Bid and is described in detail in the Contract Documents and the technical construction drawings. ARTICLE 2 - THE PROJECT 2.01 The Project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: N. 7 th Avenue Lighting Improvements - 2012 ARTICLE 3 - ENGINEER 3.01 The Project has been designed by: Morrison-Maierle, Inc. 2880 Technology Blvd. West Bozeman, MT 59718 who is hereinafter called ENGINEER and who is to act as OWNER's representative, assume all duties and responsibilities, and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with the completion of the Work in accordance with the Contract Documents. ARTICLE 4 - CONTRACT TIMES 4,01 Time of the Essence A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract. Agreement Form - 00500 - Page 1 of 10 11 00500Aoc Revised January,2010 and that these Jump sum amount(s) represent a true measure of the labor and materials required to perform the work, including all allowances for overhead, profit, taxes, bonds, insurance, and all other costs for each type and unit of work called for in these Contract Documents. B. As provided in paragraph 11.03 of the General Conditions, estimated unit price quantities used for bidding purposes are not guaranteed, and determinations of actual quantities and classifications are to be made by ENGINEER as provided in paragraph 9.07 of the General Conditions. Unit prices have been computed as provided in paragraph 11.03 of the General Conditions, ARTICLE 6 - PAYMENT PROCEDURES 6.01 Submittal and Processing of Payments A. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions or other portions of the Contract Documents. 6.02 Progress Payments; Retainage A. OWNER shall make progress payments in accordance with Article 14 of the General Conditions on account of the Contract Price on the basis of CONTRACTOR's Applications for Payment as recommended by the ENGINEER once each month during performance of the Work as provided in paragraphs 6,02.A.1 and 6.02.A.2 below. All such progress payments will be measured by the schedule of values established in paragraph 2.07.A of the General Conditions or in the case of Unit Price Work based on the number of units of each bid item completed times the bid unit price in the Unit Price Schedule of the Bid Form for each bid item, or, in the event there is no schedule of values, as provided in the General Conditions: 1. Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage of work completed but, in each case, less the ,aggregate of payments previously made and less such amounts as ENGINEER may determine or OWNER may withhold, including but not limited to liquidated damages and damages for additional engineering services, in accordance with paragraph 14.02 of the General Conditions: a. The OWNER shall retain 5% of the amount of each payment until final completion and acceptance of all work covered by the Contract Documents. 2, Upon Substantial Completion and at the OWNER's discretion, the amount of retainage may be further reduced if requested by the CONTRACTOR. Reduction of retainage is at the sole discretion of the OWNER. OWNER is not obligated to reduce retainage. Amount of substantial completion payment will be Agreement Form -00500 - Page 3 of 10 11 00500.doc Revised January,2010 E. Contractor has considered the information known to Contractor; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Contract Documents; and the Site- related reports and drawings identified in the Contract Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, including any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Contract Documents; and (3) Contractor's safety precautions and programs. F. Based on the information and observations referred to in Paragraph 8.01.E above, CONTRACTOR does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance and furnishing of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. G. CONTRACTOR is aware of the general nature of work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Contract Documents. H. CONTRACTOR has correlated the information known to CONTRACTOR, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. I, CONTRACTOR has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that CONTRACTOR has discovered in the Contract Documents, and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. ARTICLE 9 - CONTRACT DOCUMENTS 9.01 Contents A. The Contract Documents consist of the following, 1. This Agreement (pages 1 to 10, inclusive); 2. Performance Bond (pages 1 to 3, inclusive); 3. Payment Bond (pages I to 3, inclusive); 4. Other Bonds (pages to , inclusive); Agreement Form - 00500 - Page 5 of 10 11 00500.doc Revised January,2010 C. There are no Contract Documents other than those listed above in this Article 9. D. The Contract Documents may only be amended, modified, or supplemented as provided in paragraph 3.04 of the General Conditions. ARTICLE 10 - MISCELLANEOUS 10.01 Terms A. Terms used in this Agreement which are defined in Article I of the General Conditions will have the meanings stated in the General Conditions and the Supplementary Conditions. 10.02 Assignment of Contract A. No assignment by a party hereto of any rights under or interests in the Contract will be binding on another party hereto without the written consent of the party sought to be bound; and specifically, but without limitation, moneys that may come due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 10.03 Successors and Assigns A. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns, and legal representatives to the other party hereto, its partners, successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. 10.04 Severability A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon OWNER and CONTRACTOR, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. 10.05 Contractor's Certifications A. Contractor certifies that it has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for or in executing the Contract. For the purposes of this Paragraph 10.05: Agreement Form -00500- Page 7 of 10 11 00500.doc Revised January,2110 This Agreement will be effective on the date shown on page 1 (which is the Effective Date of the Agreement). OWNER: CONTRACTOR. City of Bozeman Yellowstone Electric Company By: By. StM tine} lei -- (Signature) Attes " Attst r Il ant (Signature) Addre s forgiving,rc€ `' y^;k Address for giving notices: 7!N C11) . 20 East Olive 1919 4" Avenue North Bozeman MT 59715 Billings, MT 59101 Phone: 406 582-2280 Phone: (406) 252-3407 Facsimile: (406) 582-2263 Facsimile: 406 252-8965 [CORPORATE SEAL] [CORPORATE SEAL] Montana Contractors' Registration No. 55235 Agent for service of process: Agreement Form -00500 - Page 9 of 10 1'1 00500.doc Revised January, 2010 E J C D C:�F; 11 .. .. ........ LNGiNEERS jW.[CONTRAM DOCOA�%S COMNIIHIF PERFORMANCE BOND CONTRACTOR (name and address): SURETY(name and address of rincipal place of business) Yellowstone Electric Co. Great American insurance Company P.O. Box 2018 301 E.4th St. Billings, NIT 59103 Cincinnati,OH 45202-4201 OWNER(name and address): The City of Bozeman 121 North Rouse, P.O. Box 200 Bozeman, MT 59771 CONSTRUCTION CONTRACT Effective Date of the Agreement: f?_ -7-F) -i 'Z Amount: FIVE HUNDRED SEVENTY-FOUR THOUSAND FOUR HUNDRED EIGHTY-FIVE AND NO/100 ($574,485.00) Description (name and location): N. 7th Avenue Lighting Improvements-2012,Bozeman,Montana BOND Bond Number:CA 1356599 Date (not earlier than the effective Date of the Agreemew of the Construction Contract): Amount: FIVE HUNDRED SEVENTY-FOUR THOUSAND FOUR HUNDRED EIGHTY-FIVE AND N01100 ($574,485.00) Modifications to this Bond Form: 1I None See Paragraph 16 ............... .................... ............. Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Performance Bond to be duly executed by an authorized officer, agent, or representative, CONTRACTOR AS PRINCIPAL SURETY Yellowstone Electric Co. (peal) Great American Insurance Company (seat) Contractor's Surety's Name and Corporate Seal B By: 79 b) Signature Sig ture(attach power of attorney) Beth A.Windom Print Name Print Name ' D Attorney-in-Fact Title w Title Att Attes . 2ZI L Si gnat Mature Jenny Arbuckle, Bond Clerical Title Title Notes:(1)Provide supplemental execution by any additional parties,such as joint venturers. (2)Any singular reference to Contractor,Surety, Owner, or other party shall he eonsidered plural where applicable. CCU I ITERI,;IMFD: M i�jR iNT,-=1410NAL OUN 1A N EJCDC C-610-Performance Bond S I-AIES,UMIr TED Published December 2010 by the Engineers Joint Contract Documents Committee. Page of LE 4, 4 I. The Contractor and Surety, jointly and severally, bind the Contract Price incurred by the Owner as a result of the themselves, their heirs, executors, administrators, successors, and Contractor Default;or assigns to the Owner for the performanceof the Construction Contract, which is incorporated herein by reference. 5.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor, and with reasonable 2. If the Contractor performs the Construction Contract, the Surety promptness under the circumstances: and the Contractor shall have no obligation under this Bond, except when applicable to participate in a conference as provided in 5.4.1 After investigation, determine the amount for Paragraph 3. which it may be liable to the Owner and, as soon as practicable after the amount is determined,make payment to 3. If there is no Owner Default under the Construction Contract,the the Owner;or Surety's obligation under this Bond shall arise after; 5.4,2 Deny liability in whole or in part and notify the 11 The Owner first provides notice to the Contractor and Owner,citing,the reasons for denial, the Surety that the Owner is considering declaring a Contractor Default. Such notice shall indicate whether the Owner is {r. If the Surety does not proceed as provided in Paragraph 5 with requesting a conference among the Owner,Contractor,and Surety reasonable promptness,the Surety shalt be deemed to be in default on to discuss the Contractor's performance. If the Owner does not this Bond seven days after receipt of an additional written notice from request a conference, the Surety may, within five (5) business the Owner to the Surety demanding that the Surety perform its days after receipt of the Owner's notice, request such a obligations under this Bond,and the Owner shall be entitled to enforce conference, If the Surety timely requests a conference,the Owner any remedy available to the Owner, If'the Surety proceeds as provided shall attend. Unless the Owner agrees otherwise,any conference in Paragraph 5,4,and the Owner refuses the payment or the Surety has requested under this Paragrapb 3.1 shall be held within ten (IQ) denied liability, in whole or in part, without further notice the Owner business days of the Surety's receipt of the Owner's notice. If the shall be entitled to enforce any remedy available to the Owner. Owner, the Contractor, and the Surety agree,the Contractor shall be allowed a reasonable time to perform the Construction 7, If the Surety elects to act under Paragraph 5.1, 5.2, or 5.3, then Contract, but such an agreement shall not waive the Owner's the responsibilities of the Surety to the Owner shall not be greater than right,if any,subsequently to declare a Contractor Default, those of the Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety shall not be greater than 3,2 The Owner declares a Contractor Default. terminates those of the Owner under the Construction Contract. Subject to the the Construction Contract and notifies the Surety;and commitment by the Owner to pay the Balance of the Contract Price, the Surety is obligated,without duplication'for: 3.3 The Owner has agreed to pay the Balance of the Contract Price in accordance with the terms of the Construction 7.1 the responsibilities of the Contractor for correction of Contract to the Surety or to a contractor selected to perform the defective work and completion of the Construction Contract. Construction Contract. 7.2 additional legal, design professional, and delay costs 4. Failure on the part or the Owner to comply with the notice resulting from the Contractor's Default, and resulting from the requirement in Paragraph 3.1 shall not constitute a failure to comply actions or failure to act of the Surety under Paragraph 5;and with a condition precedent to the Surety's obligations, or release the Surety from its obligations, except to the extent the Surety 73 liquidated damages, or if no liquidated damages are demonstrates actual prejudice. specified in the Construction Contract, actual damages caused by 5. When the Owner has satisfied the conditions of Paragraph 3, the delayed performance or non-performance of the Contractor, Surety shall promptly and at the Surety's expense take one of the g. If the Surety elects to act under Paragraph 5.1, 5.3, or 5.4, the following actions: Surety's liability is limited to the amount of this Bond. 5,1 Arrange for the Contractor, with the consent of the 9. The Surety shall not be liable to the Owner or others for Owner,.to perform and complete the Construction Contract, obligations of the Contractor that are unrelated to the Construction Contract,and the Balance of the Contract Price shall not be reduced or 5.2 Undertake to perform and complete the Construction set off on account of any such unrelated obligations. No right of Contract itself,through its agents or independent contractors; action shall accrue on this Bond to any person or entity other than the Owner or its heirs,executors,administrators,successors.,and assigns. 5.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for 10. The Surety hereby waives notice of any change, including performance and completion of the Construction Contract, changes of time, to the Construction Contract or to related arrange for a contract to be prepared for execution by the Owner subcontracts,purchase orders,and other obligations, and a contractor selected with the Owners concurrence, to be secured with performance and payment bonds executed by a 11. Any proceeding, legal or equitable, under this Bond may be qualified surety equivalent to the bonds issued on the instituted in any court of competent jurisdiction in the location in Construction Contract, and pay to the Owner the amount of which the work or part of the work is located and shall be instituted damages as described in Paragraph 7 in excess of the Balance of within two years after a declaration of Contractor Default or within EJC DC C-b 10 Performance Bond Published December 2010 by the Engineers Joint Contract Documents Committee. Page of 3 two years after the Contractor ceased working or within two years 14.2 Construction Contract: The agreement between the after the Surely refuses or fails to perform its obligations under this Owner and Contractor identified on the cover page, including all Bond, whichever occurs first, if the provisions of this paragraph are Contract Documents and changes made to the agreement and the void or prohibited by law, the minimum periods of limitations Contract Documents. available to sureties as a defense in the jurisdiction of the suit shall be applicable. 14.3 Contractor Default:Failure of the Contractor,which has not been remedied or waived, to perform or otherwise to comply 12, Notice to the Surety,the Owner,or the Contractor shall be mailed with a material term of the Construction Contract. or delivered to the address shown on the page on which their signature appears, 14.4 Owner Default: Failure of the Owner, which has not been remedied or waived,to pay the Contractor as required under 13. When this Bond has been furnished to comply with a statutory or the Construction Contract or to perform and complete or comply other legal requirement in the location where the construction was to with the other material terms of the Construction Contract. be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and 14.5 Contract Documents: All the documents that comprise provisions conforming to such statutory or other legal requirement the agreement between the Owner and Contractor. shall be deemed incorporated herein. When so furnished,the intent is that this Bond shall be construed as a statutory bond and not as a 15, if this Bond is issued for an agreement between a contractor and common law bond. subcontractor,the term Contractor in this Bond shall be deemed to be 14. Definitions Subcontractor and the term Owner shall be deemed to be Contractor. 14.1 Balance of the Contract Price:The total amount payable 16. Modifications to this Bond areas follows: by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made including allowance for the Contractor for any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled, reduced by all valid and proper payments made to or on behalf of the Contractor under the Construction Contract. CJCDC C-610—Performance Bond Published December 2010 by the Engineers Joint Contract Documents Committee. Page of3 ..EXX 11 .............. EN@NEER,q PAYMENT BOND CONTRACTOR(name and address): SURETY (name and address of'p)-fneipal place of business): Yellowstone Electric Co. Great American Insurance Company P.O. Box 2018 301 E.4th St. Billings,MT 59103 Cincinnati,OH 45202-4201 OWNER (name and address): The City of Bozeman 121 North Rouse,P.O. Box 200 Bozeman,MT 59771 CONSTRUCTION CONTRACT Effective Date of the Agreement: (2 Z& K Z Amount: FIVE HUNDRED SEVENTY-FOUR THOUSAND FOUR HUNDRED EIGHTY-FIVE AND NO1100 ($574,485.00) Description (name and location): N.7th Avenue Lighting Improvements-2012,Bozeman,Montana BOND Bond Number:CA1356599 Date (not earlier than the Effective Date of the Agreement of the Construction Contract): Amount: FIVE HUNDRED SEVENTY-FOUR THOUSAND FOUR HUNDRED EIGHTY-FIVE AND NO1100 ($574,485.00) Modifications to this Bond Form: None ❑ See Paragraph 18 Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Payment Bond to be duly executed by an authorized officer, agent, or representative. CONTRACTOR AS PRINCIPAL SURETY Yellowstone Electric Co. (seal) Great American Insurance Company ---(seal) Contractor's Name and Corporate Seal Surety's Narne and Corporate Seal C.1 By: h Signature Si aline(attach 100"i 'A Beth A.Windom Print Name Print Name Attorney-in-Fact Title Title Attest: Attest: I ture nature Jenny Arbuckle,Bond Clerical Title Title Notes: (1)Provide supplemental execution by any additionalparties,such as joint venturers. (2)Any singular reference to Contractor,Surety, Owner, or other party shall he consideredplural where applicable. La�1�k,j INA[ rgi"1iJf19F EJCDC C-615,Payment Bond S S btVOED Published December 2010 by the Engineers Joint ContrRet Documents Committee. Page or3 G,_LEV1§1 T When a Claimant has satisfied the conditions of Paragraph 1. The Contractor and Surety, jointly and severally, bind 5.1 or 5.2, whichever is applicable, the Surety shall thernselves, their heirs, executors, administrators, promptly and at the Surety's expense take the following successors, and assigns to the Owner to pay for labor, actions: materials. and equipment furnished for use in the performance of the Construction Contract, which is 7,1 Send an answer to the Claimant,with a copy to the incorporated herein by reference, subject to the following Owner, within sixty (60) days after receipt of the terms. Claim, stating the amounts that are undisputed and the basis for challenging any amounts that are 2. If the Contractor promptly makes payment of all sums due disputed;and to Claimants,and defends, indemnities,and holds harmless the Owner from claims, demands, liens, or suits by any 7.2 Pay or arrange for payment of any undisputed person or entity seeking payment for labor, materials, or amounts, equipment furnished for use in the performance of the Construction Contract, then the Surety and the Contractor 73 The Surety's failure to discharge its obligations shall have no obligation under this Bond. under Paragraph 7.1 or 7.2 shall not be deemed to constitute a waiver of defenses the Surety or 3. If there is no Owner Default under the Construction Contractor may have or acquire as to a Claire, Contract, the Surety's obligation to the Owner under this except as to undisputed amounts for which the Bond shall arise after the Owner has promptly notified the Surety and Claimant have reached agreement. If, Contractor and the .Surety (at the address described in however, the Surety fails to discharge its Paragraph 13)of claims,demands,liens,or suits against the obligations under Paragraph 7.1 or 7.2, the Surety Owner or the Owner's property by any person or entity shall indemnify the Claimant for the reasonable seeking payment for labor, materials, or equipment attorney's fees the Claimant incurs thereafter to furnished for use in the performance of the Construction recover any sums found to be due and owing to the Contract, and tendered defense of such claims, demands, Claimant. liens,or suits to the Contractor and the Surety. 8. The Surety's total obligation shall not exceed the amount of 4. When the Owner has satisfied the conditions in Paragraph this Bond, plus the amount of reasonable attorney's fees 3. the Surety shall promptly and at the Surety's expense provided guider Paragraph 7.3,and the amount of this Bond defend, indemnify, and hold harmless the Owner against a shall be credited for any payments made in good faith by duly tendered claim,demand,lien,or suit. the Surety. 5. The Surety's obligations to a Claimant under this Bond 9. Amounts caved by the Owner to the Contractor under the shall arise after the following: Construction Contract shall be used for the performance of the Construction Contract and to satisfy claims, if any, 5.1 Claimants who do not have a direct contract with under any construction performance bond, By the the Contractor, Contractor furnishing and the Owner accepting this Bond, they agree that all funds earned by the Contractor in the 5..1,1 have furnished a written notice of non- performance of the Construction Contract are dedicated to payment to the Contractor, stating with satisfy obligations of the Contractor and Surety under this substantial accuracy the amount claimed Bond, subject to the Owner's priority to use the funds for and the name of the party to whom the the completion of the work. materials were, or equipment was, furnished or supplied or for whom the 10. The Surety shall not be liable to the Owner, Claimants, or labor was done or performed, within ninety others for obligations of the Contractor that are unrelated to (90)days after having last performed labor the Construction Contract. The Owner shall not be liable or last furnished materials or equipment for the payment of any costs or expenses of any Claimant included in the Claim;and under this Bond, and shall have under this Bond no obligation to make payments to or give notice on behalf of 5.1.2 have sent a Claim to the Surety (at the Claimants, or otherwise have any obligations to Claimants address described in Paragraph 13). under this Bond. 51 Claimants who are employed by or have a direct 11. The Surety hereby waives notice of any change, including contract with the Contractor have sent a Claim to changes of time, to the Construction Contract or to related the Surety (at the address described in Paragraph subcontracts,purchase orders,and other obligations. 13). 12. No suit or action shall be commenced by a Claimant under 6. If a notice of non-payment required by Paragraph 5.1.1 is this Bond other than in a court of competent jurisdiction in given by the Owner to the Contractor, that is sufficient to the state in which the prbiect that is the subject of the satisfy a Claimant's obligation to furnish a written notice of Construction Contract is located or after the expiration of non-payment under Paragraph 5,1.1, one year from the date (1) on which the Claimant sent a Claim to the Surely pursuant to Paragraph 5.1.2 or 5.2, or (2) on which the last labor or service was performed by E.1CDC C-615,Payment Bond Published December 2010 by the Engineers Joint Contract Documents Committee. Page of 3 anyone or the last materials or equipment were furnished "labor, materials, or equipment" that part of the by anyone under the Construction Contract, whichever of water, gas, power, light, heat oil, gasoline, (1) or (2) first occurs. If the provisions of this paragraph telephone service, or rental equipment used in the are void or prohibited by law, the minimum period of Construction Contract, architectural and limitation available to sureties as a defense in the engineering services required for performance of jurisdiction ofthe suit shall be applicable. the work of the Contractor and the Contractor's subcontractors, and all other items for which a 13. Notice and Claims to the Surety, the Owner, or the mechanic's lien may be asserted in the jurisdiction Contractor shall be mailed or delivered to the address where the labor, materials, or equipment were shown on the page on which their signature appears, fiamislied. Actual receipt of notice or Claims, however accomplished, shall be sufficient compliance as of the date received. 16.3 Construction Contract: The agreement between the Owner and Contractor identified on the cover 14. When this Bond has been furnished to comply with a page, including all Contract Documents and all statutory or other legal requirement in the location where changes made to the agreement and the Contract the construction was to be performed, any provision in this Documents. Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions 16.4 Owner Default! Failure of the Owner, which has conforming to such statutory or other legal requirement not been remedied or waived,to pay the Contractor shall be deemed incorporated herein. When so furnished, as required under the Construction Contract or to the intent is that this Bond shall be construed as a statutory perform and complete or comply with the other bond and not as a common law bond, material terms of the Construction Contract, 15. Upon requests by any person or entity appearing to be a 16.5 Contract Documents. All the documents that potential beneficiary of this Bond, the Contractor and comprise the agreement between the Owner and Owner shall promptly furnish a copy of this Bond or shall Contractor, permit a copy to be made. 17. If this Bond is issued for an agreement between a 16. Definitions contractor and subcontractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term 16.1 Claim. A written statement by the Claimant Owner shall be deemed to be Contractor. including at a minimum: 18.Modifications to this Bond are as follows: 1. The name of the Claimant; 2. The name of the person for whom the labor was done,or materials or equipment furnished, 3. A copy of the agreement or purchase order pursuant to which labor, materials, or equipment was furnished for use in the performance of the Construction Contract; 4, A brief description of the labor, materials, or equipment furnished, 5, The date on which the Claimant last performed labor or last furnished materials or equipment for use in the performance of the Construction Contract, 6. The total amount earned by the Claimant for labor, materials, or equipment furnished as of the date of the Claim; 7. The total amount of previous payments received by the Claimant;and 8. The total amount due and unpaid to the Claimant for labor, materials, or equipment furnished as of the date of the Claim. 16.2 Claimant: An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor, materials, or equipment for use in the performance of the Construction Contract. The term Claimant also includes any individual or entity that has rightfully asserted a claim under an applicable mechanic's lien or similar statute against the real property upon which the Project is located.The intent of this Bond shall be to include without limitation in the terms of EJCDC C-615,Payment Bond Published December 2010 by the Engineers Joint Contract Documents Committee. Page of GREAT AMERICAN INSURANCE COMPANY0 Administrative Office: 301 E 4TH STREET 0 CINCINNATI,OHIO 45202 0 513-369-5000 0 FAX 513-723-2740 The number of persons authorized by this power ofattorney is not more than THREE No,0 14098 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the GREAT AMERICAN INSURANCE COMPANY,a corporation organized and existing kinder and by virtue of the laws of the State of Ohio,does hereby nominate,constitute and appoint the person or persons named below,each individually if more than one is named,its true and lawful attorney-in-fact,for it and in its name,place and stead to execute on behalf of the said Company,as surety.,any and all bonds, undertakings and contracts of suretyship,or other written obligations in the nature thereof,provided that the liability of the said Company on any such bond, undertaking or contract of suretyship executed under this authority shall not exceed the limit stated below. Name Address Limit of Power JOHN D.LEAF ALL OF ALL BETH A.WINDOM GREAT FALLS, $75,000,000.00 JENNY JOHNSON MONTANA This Power of Attorney revokes all previous powers issued on behalf of the attorney(s)-in-fact named above. IN WITNESS WI IEREOI-'the GREAT`AMERICAN INSURANCE COMPANY has caused these presents to be signed and attested by its appropriate officers and its corporate sea]hereunto affixed this 26TH day of APRIL 2012 Attest GREAT AMERICAN INSURANCE COMPANY STATE OF OHIO,COUNTY OF HAMILTON-ss: DAVID C.KITCHIN(877-377-2405) On this 26TH day of APRIL 2012 ,before me personally appeared DAVID C. KITCHIN, to me known,being duly sworn,deposes and says that he resides u1 Cincinnati,Ohio,that he is a Divisional Senior Vice President of the Bond Division of Great American Insurance Company,the Company described in and which executed the above instrument;that he knows the seal of the said Company;that the seal affixed to the said instrument is such corporate seal;that it was so affixed by authority of his office under the By-Laws of said Company,and that he signed his name thereto by Re authority. KAREN 1,GROSHIM VOTARY PUBLIC,STATE OF OHIO W COMMI88ION EXPIRES 02-20-16 This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company by unanimous written consent dated June 9,2008. RESOLVFD: That the Divisional President, the,several Divisional Senior Vice Presidents,Divisional Vice Presidents and Divisonal Assistant Vice Presidents,or airy one of them, be and hereby is outharizedfiroin time to time.to appoint one or more Attorneys-in-1 to execute on beha!(of the Company, as surety,any and all bonds,undertakings and contracts of suretyship,or other written obligations in the nature thereof to proscribe their respective dieties and the respective limits of their authority;and to revoke any such appointment at aiii,time. RESOLVED URTHER. That the Compattv seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the Compare'may be affixed Eyjacsumle to any power of attorney or certificate ol'either given for the execution of any bond, undertaking, contract of suretyship, or other written obligation in the nature thereof such signature and seal when so used being hereby adopted by the Company as the original signature ofsuch officer and the original seal of the Company,to be valid and binding upon the Companv with the sane force and effect as though manually affixed. CERTIFICATION I,STEPHEN C.BERAHA,Assistant Secretary of GreatArrierican Insurance Company,do hereby certify that the foregoing Power ofAttomey and the Resolutions of the Board of Directors of June'9,2008 have not been revoked and are now in full force and effect, Signed and scaled this day of Dec(,—Vx-' ZG('L . @ ANsigani Secretary S1029AC(4111) CONTRACTOR'S INSURANCE CHECKLIST (To Be Completed By Contractor's Insurance Agent) Project: N.7t"Lightiiig]iLiiproveiiieiits -2012 Contractor Name: Yellowstone Electric Company Contractor Phone: 1-406-252-3407 Contractor Fax: 1-406-252-8965 Contractor E-mail: trossftgconit.cnin INTRODUCTION This document suvolements the Certificate of Insurance and must be completed by your Insurance aclent. Certificates of Insurance forms typicaIty usod by the Insurance industry are Inadequate.'given the nuirnber of restrictive endorsements currently used by the Insurance Industry and not notated on the certificates. Please have your agent provide this completed checklist or a Certified Copy of your insurance policy. LIABILITY INSURANCE 1. Please confirm that the Commercial General Liability Policy is an Insurance Services Office(ISO)form CG 0001 12 07 or 12 04 or 10 01, Yes No❑ Are there an Lopgrtureg from Sto radar dlSo farm C00001 12 07 GeaQral LLab Llty Lorin? 2. Is there any addlilonal restrictive endorsement Included in the policy for subsidence or earth movement? Yes ❑ No 91 3. Is there any additional restrictive endorsement included in the policy for damage to work performed by subcontractors(I.e. CG 2294, CG 2295)? Yes El No 0 4. Is there any additional restrictive endorsement included in the policy for explosion,collapse, or underground damage? Yes El No M S. Is there any additional restrictive endorsement Included In the policy for pollution? Yes 0 No LC] 6, Is there any additional restrictive endorsement included in the policy for contractual Liability? Yes L] No M Please conflan that the following ifoins are included: 7. Additional insured endorsement to include completed operations exposures (Either through form 002010 11185 or combination of CG201 0 &CG 2037 or forms 003287 06✓10& OG3290 05110 Travelers Form CGD246 0805 Yes[I No KI 8. Waiver of subrogation included? Yes a] No El 9. Additional Insured coverage applies as primary,non-contributory insurance with respect to any other insurance afforded to Owner and Contractor? Yes KI No El 10, General liability aggregates is applied on a per project basis? Yes X1 No El 111. Policies endorsed to provide 45 days notice of cancellation?(110 day non pay) Yes E2 No n Contraciors Insurance Compliance Stateeneni.doex Client#: 134673 21YELELEC ACOR& CERTIFICATE OF LIABILITY INSURANCE DATE(MM1DDNYYY) 1110712012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.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). PRODUCER CONTACT -. NAME: Chris Jermunson Hub Intrl. Mountain States Ltd PHONE ... FAX rJ�No,gxll 406-652-9151 IAfD,Mel 406 652-7838 3533 Gabel Road', E-MAIL ss: Kristin.Piccioni@hubinternational.com Billings, 15 59104 INSURER(S)AFFORDING CO'VERAGE NAIL# 40ti 652-9151 INSURER A:Charter teak Fire Insurance Comp 25615 .... ._._.__........ ........ _n_.._._.. INSURED INSURER B:Travelers Property Casualty Co 25674 Yellowstone Electric Co. INSURER C:Travelers Indemnity Company ----_�.� 25658 Montana Wyoming Systems _.._. PO Box 2018.. INSURER D Billings,MT 59103 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY (PAID CLAIMS. INSR. TYPE OF INSURANCE ADDL SUBR - -_ POLICY EFF POLICY EXP LIMITS LTR INSR WV�D POLICY NUMBER �MWDO11 MMMDPYYYY) A GENERAL LIABILITY Y Y DTC0324D8921COF12 0110112012 0110112013 EACH OCCURRENCE s1 000,0010 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $300,000 CLAIMS-MADE OCCUR MED FXP(Any one person) S 51000 X PDDed:250 m m PFRSONALBAOVINJURY $1000,000 GENERAL AGGREGATE 52,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPtOPAGG 52,000000 POLICY X PRO- JECT LOC $___.__._._. C AUTOMOBILE LIABILITY Y Y DT810324D89211ND12 110112012 01/01/2013 COMBINED StlNGLF I IMIT Eaaccodent 0,000,00.0 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED ... AUTOS AUTOS '..BODILY INJURY(Per accident) 5 NON-OWNED ..................._. ._._.. ._„ X HIRFD ALTO S X AUTOS PROPER AGE $ ..IPer accpdentS w........._._._ S B UMBRELLA LIAB X OCCUR DTSMCUP324D8921TIL 1101/20112 01/0112013 EACHOCCURRENCE s4 000 000 EXCESS LIAR CLAIMS MAQE AGGREGATE s4,000,000 DEC X RETENTION$10000 5 WORKERS COMPENSATION WO STATU- I JOTH- AND EMPLOYERS'LIABILITY ._...._ ANY PROPRIETORIPARTNERIEXECUTIVE Yd N ACGtl DENT S OFFICER/MEMBER EXCLUDED? N/A E.L.EACH —.LI ...— . (Mandatory in NH) F.L.DISEASE-EA EMPLOYEE S If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S B Leased and Rented QT6602072P18ATIL12 110112012 0110112013 Any One Item:$100,000 Equipment Deductible: $1,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS/VEHICLES(Attach ACORD 141,Additional Remarks Schedule,If more space Is required) The certificate holder is an additional insured with regards to General Liability on a primary and non contributory basis including completed operations per form CG D2 46 08 05 if required by written contract. Waiver of Transfer of Rights of Recovery applies with regards to General Liability per form CG D3 16 07 04 if required by written contract. K 7th Avenue Lighting Improvements-2012 CERTIFICATE HOLDER CANCELLATION The City of Bozeman SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED'BEFORE y THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 20 East Olive ACCORDANCE WITH THE POLICY PROVISIONS,. Bozeman,MT 59715 AUTHORIZED REPRESENTATIVE- ®1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S3341281M251457 KPI Client#: 134673 21YELELEC ACORD.. CERTIFICATE OF LIABILITY INSURANCE DATE(MMlDDI'fAYYY) 11107/2012 THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.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 endorsoment(s). CONTACT PRODUCER Chris Jermunson CONTACT Hub Int'I, Mountain States Ltd PHONE 406 652-9151 FAX 406 652'-7838 AIC No Ex9: -,(A/C,No): 3533 Gabel Road ADDRESS, Kristin.Piccioni @hubinternational.com Billings,MT 59102 INSURER(S)AFFORDING COVERAGE NAIC# 406 652-9151 INSURERA:Travelers Indemnity Company 25658 INSURED i INSURER B: City of Bozeman INSURER C: 20 East Olive ........ _.... Bozeman, MT 59715 INSURER❑ INSURER E; INSURER F:. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS 'SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLISUB POLICY EFF POLICY EXP ..... ----— --__ _......._... . TYPE OF INSURANCE LTR '. INSR 1WVD POLICY NUMBER MMIDDIYYYY MMIOD/YY'YY LIMITS A GENERAL LIABILITY PRS3C4819321ND 11/0712012 11/07/2013 EACH OCCURRENCE s2,000,000 DAMAGETRENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence CLAIMS-MADE 51 OCCUR _.,MED EXP(AnTr,one person) $ ..... PERSONAL 8.ADV INJURY "$ X OCP GENERAL AGGREGATE $4,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: '.PRODUCTS-COMPlQPAGG $ X POLICY 7.. P - LOC $ JECROT AUTOMOBILE LIABILITY COMBINED SINGLE IT Ea accident_ ANY AUTO BODILY INJURY(Per person)�'$ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE S AUTOS _.(Per accident],,,, __n.. ....._ UMBRELLALIAB OCCUR EACH OCCURRENCE EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTIONS .._......... ._ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS"LIABILITY YIN "' ANY PROPRIETORIPARTNERIEXECUTIVE E.L EACH ACCIDENT S OFFICERfMEMBER EXCLUDED? ❑ N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ II yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) Project: N.7th Avenue Lighting Improvements-2012 Contract Amount: $574,485 CERTIFICATE HOLDER CANCELLATION The City of Bozeman SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 20 East Olive ACCORDANCE WITH THE POLICY PROVISION& Bozeman„ MT 59715 '..AUTHORIZED REPRESENTATIVE O 1988-2010 ACORD CORPORATION,All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S334137/M334136 KPI Client#: 134673 21YELELEC A��CORU, CERTIFICATE OF PROPERTY INSURANCE DATE 11/07/2012I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. If this certificate is being prepared for a party who has an insurable interest in the property,do not use this form. Use ACORD 27 or ACORD 28. PRODUCER CONTACT AME; Kristin Piccioni NAME Hub International Mountain States Ltd o FAx —_ .__... Arc No Ext: 406 652 9151 _ (AIC NoL._406 652-7838 3533 Gabel Road a (less: Kristin.Piccioni@hubinternational.com Billings,MT 59102 PRODUCER 21YELELEC 406 652-9151 C $TIMER ID#: INSURER($)AFFORDING COVERAGE _ NABC INSURED INSURERA: Travelers Property Casualty Co 25674 Yellowstone Electric Co. PO Box 2018 INSURER a Billings, MT 59103 INSURER CT INSURER o: INSURER E: INSURER F t COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: LOCATION OF PREMISES 1 DESCRIPTION OF PROPERTY(Attach ACORD 101,Additional Remarks Schedule,if more space is required) N.7TH AVENUE LIGHTING IMPROVEMENTS-2012 THIS IS l O CERTIFY THAT THE POLICIES OF INSURANCE LISTEL3 BELOW HAVE BEEN ISSDifb TO THE�INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION COVERED PROPERTY LIMITS LTR DATE MWDDNYYY DATE(MWDD PROPERTY BUILDING $ CAUSES OF LOSS DEDUCTIBLES — PERSONALPROPERTY 5 BASIC BUILDING BUSINESS INCOME $ BROAD CONTENTS EXTRA EXPENSE 5 SPECIAL RENTAL VALUE $ EARTHQUAKE BLANKETBUILOING 5 WIND BLANKET PERS PROP $ FLOOD BLANKET BLDG&PP 5 $ A X INLAND MARINE TYPE OF POLICY 11107/2012 11107/2013 X Project Limit $$574,485 CAUSES OF LOSS Installation Flt X Deductible 1$2,500 — NAMED PERILS POLICY NUMBER X Flood Ded s$25,000 66050464654 X Quake[led s$25,000 CRIME $ TYPE OF POLICY $ $ BOILER E MACHINERY 1 ..m_........ EQUIPMENT BREAKDOWN 5 $ SPECIAL CONDITIONS 1 OTHER COVERAGES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) N.7TH AVENUE LIGHTING IMPROVEMENTS-2012 CERTIFICATE HOLDER CANCELLATION The City of Bozeman SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 20 East Olive THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Bozeman,MT 59715 ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE m 1995-2009 ACORD(CORPORATION.All rights reserved. ACORD 24(2009109) 1 Of 2 The ACORD name and logo are registered marks of ACORD KPI #S1017/M101'6 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY BLANKET ADDITIONAL INSURED (CONTRACTORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART 1. WHO IS AN INSURED — (Section 11) is amended o) The insurance provided to the additional in- to include any person or organization that you sured does not apply to "bodily injury" or agree in a "'written contract requiring insurance" '.property damage" caused by "your work" to include as an additional insured on this Cover- and included in the "products-completed op- age Part, but: erations hazard" unless the "written contract a) Only with respect to[lability for"bodily injury", requiring insurance" specifically requires you ""property damage"or"personal injury"; and to provide such coverage for that additional insured, and then the insurance provided to b) If, and only to the extent that, the injury or the additional insured applies only to such damage is caused by acts or omissions of "bodily injury" or "property damage" that oG- you or your subcontractor in the performance curs before the end of the period of time for of "your work" to which the "written contract which the "written contract requiring insur- requiring insurance" applies. The person or ance" requires you to provide such coverage organization does not qualify as an additional or the end of the policy period, whichever is insured with respect to the independent acts earlier. or omissions of such person or organization. 3. The Insurance provided to the additional insured 2. The insurance provided to the additional insured by this endorsement is excess over any valid and by this endorsement is limited as follows: collectible "other insurance", whether primary, a) In the event that the Limits of Insurance of excess, contingent or on any other basis, that is this Coverage Part shown in the Declarations available to the additional insured for a loss we exceed the limits of liability required by the cover under this endorsement. However, if the "written contract requiring insurance"% the in- "written contract requiring insurance" specifically surance provided to the additional insured requires that this insurance apply on a primary shall be limited to the limits of liability re- basis or a primary and non-contributory basis, quired by that "written contract requiring in- this insurance is primary to "other insurance" surance". This endorsement shall not in- available to the additional insured which covers crease the limits of insurance described in that person or organization as a named insured Section III—Limits or Insurance. for such loss, and we will not share with that "other insurance". But the insurance provided to 1b) The insurance provided to the additional in- the additional insured by this endorsement still is sured does not apply to "bodily injury", prop- excess over any valid and collectible "other In- erty damage" or "personal injury" arising out surance", whether primary, excess, contingent or of the rendering of, or failure to render, any on any other basis, that is available to the addi- professional architectural, engineering or sur- tional insured when that person or organization is veying services, including: an additional insured under such "'other insur- 1. The preparing, approving, or failing to ance". prepare or approve, maps, shop draw- 4. As a condition of coverage provided to the ings, opinions, reports, surveys, field or- additional insured by this endorsement. ders or change orders, or the preparing, approving, or failing to prepare or ap- a) The additional insured must give us written prove, drawings and specifications; and notice as soon as practicable of an "occur- rence" or an offense which may result in a It. Supervisory:, inspection, architectural or claim. To the extent possible, such notice engineering activities, should include: CG D2 46 08 05 0 2005 The St. Paul Travelers Companies, Inc. Page I of 2 COMMERCIAL GENERAL LIABILITY THUS ENDORSEMENT CHANGES THE POLICY, PLEASE READ |T CAREFULLY. CONTRACTORS XTEND ENDORSEMENT This endorsement modifies insurance provided under the foDowing: COMMERCIAL GENERAL LIABILITY COVERAGE PART GENERAL DESCRIPTION OF COVERAGE - Provisions A.-H. and J.-N,of this endorsement broaden coverage, and provision L of this endorsement may limit coverage. The following listing is e general coverage description only. Limitations and exclusions may apply to these coverages. Read all the PROVISIONS of this endorsement carefully to determine rights, duties, and what(a and ia not covered. A. Broadened Named Insured H. Additional Insured-State or Political Subdivisions B. Extension nf Coverage-Damage TmPremises I. Other Insurance Condition Rented ToYou J. Increased Supplementary Payments � Perils of fire, explosion, lightning, smoke,water ° Limit increased to$3OO {�uatcf bail bonds increased tn$2,500 w '00� * Loss of earnings increased to$SU8 per day C. Blanket Waiver ofSubrogation K. Knowledge and Notice of Occurrence orOffense [>. Blanket Additional Insured-Managers orLessors L Unintentional Omission of Premises M. Pemmna| |njury-Awou,nedhyConkmd � E. |nnidanL�| Medical Malpractice N. Blanket AddKh/ma| Insured-Lessor ofLeased F. Extension of �mm�re�*-8odUy} 'mrY Equipment ' G. Contractual Liability-Railroads PROVISIONS 3. This Provision A. duaa not apply to any per- A. BROADENED NAMED INSURED son or organization for which coverage ivax- / 1. The Named (noonad in Item 1. of the Oec|mn+ clodedbyendorsement, §ouuimaafoUomm� B. EXTENSION OF COVERAGE - DAMAGE TO pF��N|�GEG ��NTEDT[}YOU / Thepemonororgao�aUonm�medin /hom 1. --- --- '— -- - ' -- � of the Declarations and any organization, 1. The last paragraph of COVERAGE A. BDD' otherthan a partnership, joint venture or |im' |LY INJURY AND PROPERTY DAMAGE LI- |8od liability company, of which you maintain ABILITY (Section | - Covonugon) is deleted � ownership orIn which you maintain the major- and replaced by the following: � ity interest on the effective date of the policy. Exclusions u-through n. do not apply todam- Hovmaver, coverage for any such addition-al. age to premises while rented toyou, or &am- � mrgamizaUunwN memom omof the date, if any, purerik/ occupied by you with permission of ' during the policy period, that you no longer the owner,caused by: mo|nbm/n ownership of, or the majority in(eneet u_ Fire-, in, such organization. b. Explosion; 2. VVHD IS AN INSURED (Section Q\ Item 4.a- � �de�8ed and replaced � dho 'following* G. Lightning; a. Coverage under this provision hyafforded 6. Smoke resulting from such fin),explosion, only until the 18Oih day after you acquire nr lightning;nr � or form the organization uc the end ofthe m. Water. policy period,whichever 1s eod|ec A separate limit Vf insurance appHeo to this | coverage an described |n Section III Limits of / Insurance. | / CG D3 16 07A4 Copyright, The Travelers Indemnity Company, 2004 Page 1nfG � COMMERCIAL GENERAL LIABILITY "other insurance" available to such additional together with all related acts or omissions in insured, unless you have agreed in the writ- the furnishing of the services described in ten contract that this insurance must be pri- paragraph 1. above to any one person will be mary to, or non-contributory with, such "other deemed one"occurrence". Insurance". 5. This Provision E. does not apply if you are in E. INCIDENTAL MEDICAL MALPRACTICE the business or occupation of providing any of 1. The following is added to paragraph 1. Insur- the services described In paragraph 1, above. ing Agreement of COVERAGE A. — BODILY 6. The insurance provided by this Provision E. INJURY AND PROPERTY DAMAGE LIABIL- shall be excess over any valid and Collectible ITY(Section I—Coverages): "other insurance" available to the insured, "Bodily injury" arising out of the rendering of, whether primary, excess, contingent or on or failure to render, the following will be any other basis, except for insurance that you bought specifically to apply in excess of the deemed to be caused by an "occurrence": Limits of Insurance shown on the Declara- a. Medical, surgical, dental, laboratory,x-ray tions of this Coverage Part. or nursing service, advice or instruction, P. EXTENSION OF COVERAGE — BODILY IN- or the related furnishing of food or bever- JURY ages; b. The furnishing or dispensing of drugs or The definition of "bodily injury" (DEFINITIONS — medical, dental, or surgical supplies or Section V) is deleted and replaced by the follow- appliances; ing: c. First aid;or "Bodily injury" means bodily injury, mental an- guish, mental injury, shock, fright, disability, hu- & "Good Samaritan services." As used in miliation, sickness or disease sustained by a per- this Provision E., "Good Samaritan ser- son, including death resulting from any of these at vices" are those medical services ren- any time. dered or provided in an emergency and G. CONTRACTUAL LIABILITY--RAILROADS for which no remuneration is demanded or received. 1. Paragraph c.of the definition of"Insured con- 2. Paragraph 2.a.(1)(d) of WHO IS AN IN- tract" (DEFINITIONS — Section V) is deleted SURED (Section 11) does not apply to any and replaced by the following: registered nurse, licensed practical nurse, c. Any easement or license agreement; emergency medical technician or paramedic 2. Paragraph f.(I) of the definition of "insured employed by you, but only while performing contract!' (DEFINITIONS — Section V) is de- the services described in paragraph 1.above leted. and while acting within the scope of their em- ployment by you. Any"employees" rendering H. ADDITIONAL INSURED — STATE OR POLITI- "Good Samaritan services"will be i deemed to CAL SUBDIVISIONS—PERMITS be acting within the scope of their employ- WHO IS AN INSURED (Section 11) is amended to merit by you. include as an Insured any state or political subdi- vision,subject to the following provisions: 1 The following exclusion is added to paragraph 2. Exclusions of COVERAGE A. — BODILY 'I. This insurance applies only when required to INJURY AND PROPERTY DAMAGE LIABIL- be provided by you by an ordinance, law or ITY(Section I—Coverages): building code and only with respect to opera- (This insurance does not apply to:) "Bodily in- tiers performed by you or on your behalf for jury" or "property damage"' arising out of the which the state or political subdivision has is- willful violation of a penal statute or ordinance sued a permit. relating to the sale of pharmaceuticals com- 2. This insurance does not apply to: mitted by or with the knowledge or consent of a. "Bodily injury," "property damage," "per- the insured. sonal injury" or"advertising injury" arising 4. For the purposes of determining the applica- out of operations performed for the state ble limits of insurance, any act or omission or political subdivision;or CG D3 16 07 04 Copyright,The Travelers Indemnity Company, 2004 Page 3 of 6 COMMERCIAL GENERAL LIABILITY (1) Another insurance company; 2. Notice of an "occurrence" or of an offense (2) Us or any of our affiliated insurance com- which may result in a claim will be deemed to panies, except when the Non cumulation be given as soon as practicable to us if it is of Each Occurrence Limit section of given in good faith as soon as practicable to Paragraph 5 of LIMITS OF INSURANCE your workers' compensation insurer. This ap- (Section 111)or the Non cumulation of Per- plies only if you subsequently give notice of sonal and Advertising Injury limit sections the "occurrence" or offense to us as soon as of Paragraph 4 of LIMITS OF INSUR- practicable after you, one of your "executive ANCE(Section 111) applies; officers"(if you are a corporation),one of your (3) Any risk retention group; partners who is an individual (if you are a partnership), one of your managers (If you are (4) Any self-insurance method or program, a limited liability company), or an "employee" other than any funded by you and over (such as an insurance, loss control or risk which this Coverage Part applies, or manager or administrator) designated by you (5) Any similar risk transfer or risk manage- to give such notice discovers that the "occur- ment method. rence" or offense may involve this policy, b. Does not include umbrella Insurance, or ex- 3. This Provision K. does not apply as respects cess insurance, that you bought specifically to the specific number of days within which you apply in excess of the Limits of Insurance are required to notify us in writing of the shown on the Declarations of this Coverage abrupt commencement of a discharge, re- Part. lease or escape of "pollutants" that causes J. INCREASED SUPPLEMENTARY PAYMENTS "bodily injury" or "property damage" which may otherwise be covered under this policy. Paragraphs I.b. and I.d. of SUPPLEMENTARY L. UNINTENTIONAL OMISSION PAYMENTS—COVERAGES A AND B (Section I —Coverages)are amended as follows: The following is added to COMMERCIAL GEN- 1. In paragraph 1.b., the amount we will pay for ERAL LIABILITY CONDITIONS (Section IV), paragraph 6. (Representations): the cost of ball bonds is increased to$2500. The unintentional omission of, or unintentional 2. In paragraph 1.d., the amount we will pay for error in, any information provided by you which loss of earnings is increased to$500 a day. we relied upon in issuing this policy shall not K. KNOWLEDGE AND NOTICE OF OCCUR- prejudice your rights under this insurance. How- RENCE OR OFFENSE ever, this Provision L. does not affect our right to 1. The following is added to COMMERCIAL collect additional premium or to exercise our right GENERAL LIABILITY' CONDITIONS (Section of cancellation or nonrenewal in accordance with IV), paragraph 2. (Duties In The Event of Oc- applicable state insurance laws, codes or regula- currence, Offense, Claim or Suit): tions. Notice of an "occurrence" or of an offense M. PERSONAL INJURY — ASSUMED BY CON- which may result in a claim must be given as TRACT soon as practicable after knowledge of the 1. The following is added to Exclusion e. (1) of 1"occurrence'" or offense has been reported to Paragraph 2., Exclusions of Coverage B. you, one of your "executive officers" (if you Personal Injury, Advertising Injury, and are a corporation), one of your partners who Web Site Injury Liability of the Web XTEND is an individual (if you are a partnership), one Liability endorsement: of your managers (if you are a limited liability Solely for the purposes of liability assumed in company), or an "employee" (such as an in an "insured contract", reasonable attorney surance, loss control or risk manager or ad- fees and necessary litigation expenses in- ministrator) designated by you to give such curred by or for a party other than an insured notice. are deemed to be damages because of "per- Knowledge by any other "employee" of an sonal injury"provided: "occurrence" or offense does not imply that (a) Liability to such party for, or for the cost you also have such knowledge. of, that party's defense has also been as- CG D3 16 07 04 Copyright, The Travelers Indemnity Company, 2004 Page 5 of 5 COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO EXTENSION ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modi- fied by the endorsement. GENERAL DESCRIPTION OF COVERAGE —This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your poky carefully to determine rights, duties, and what is and is not covered. A. BROAD FORM NAMED INSURED H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF USE—INCREASED LIMIT B, BLANKET ADDITIONAL INSURED 1. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES—INCREASED LIMIT C. EMPLOYEE HIRED AUTO J. PERSONAL EFFECTS D. EMPLOYEES AS INSURED K. AIRBAGS E. SUPPLEMENTARY PAYMENTS — INCREASED L. NOTICE AND KNOWLEDGE OF ACCIDENT LIMITS OR LOSS F. HIRED AUTO — LIMITED WORLDWIDE M. BLANKET WAIVER OF SUBROGATION COVERAGE—INDEMNITY BASIS G. WAIVER OF DEDUCTIBLE—GLASS N. UNINTENTIONAL ERRORS OR OMISSIONS PROVISIONS A. BROAD FORM NAMED INSURED executed by you before the "bodily injury" or The following is added to Paragraph A.1., Who Is "property damage" occurs and that Is in effect An Insured, of SECTION 11 — LIABILITY COV- during the policy period, to be named as an addi- ERAGF: tional insured Is an "insured" for Liability Cover- age, but only for damages to which this insurance Any organization you newly acquire or form dur- applies and only to the extent that person or or- ing the policy period over which you maintain ganization qualifies as an "Insured" under the 50% or more ownership interest and that is not Who Is An Insured provision contained in Section separately insured for Business Auto Coverage. Il. Coverage under this provision is afforded only un- til the 180th day after you acquire or form the or- C. EMPLOYEE HIRED AUTO ganization or the end of the policy period, which- 1. The following is added to Paragraph A.I., ever is earlier. Who Is An Insured, of SECTION 11 — LI- B. BLANKET ADDITIONAL INSURED ABILITY COVERAGE: The following is added to Paragraph c. in A.I., An "employee!' of yours is an "insured" while Who Is An Insured, of SECTION 11—LIABILITY operating an "auto" hired or rented under a COVERAGE: contract or agreement in that "employee's" name, with your permission, while performing Any person or organization who is required under duties related to the conduct of your busi- a written contract or agreement between you and ness. that person or organization, that is signed and CA T3 53 03 10 @ 2010 The Travelers indemnity Company. Page 1 of 4 Includes copyrighted material of insurance Services Me,Inc.with its permission. COMMERCIAL AUTO to the "insured" whether primary, excess J. PERSONAL EFFECTS contingent or on any other basis. The following is added to Paragraph A.4., Cover- (c) This insurance is not a substitute for re- age Extensions, of SECTION III — PHYSICAL quired or compulsory insurance in any DAMAGE COVERAGE: country outside the United States, its ter- Personal Effects ritories and possessions, Puerto Rico and Canada. We will pay up to $400 for "loss" to wearing ap- You agree to maintain all required or parel and other personal effects which are: compulsory insurance in any such coon- (1) Owned by an "insured"; and " up to the minimum limits required by (2) In or on your covered"auto". local law. Your failure to comply with This coverage applies only in the event of a total compulsory insurance requirements will theft of your covered"auto". not invalidate the coverage afforded by this policy, but we will only be liable to the No deductibles apply to this Personal Effects same extent we would have been liable coverage• had you complied with the compulsory in- K. AIRBAGS surance requirements. The following is added to Paragraph 8.3., Exclu- (d) It is understood that we are not an admit- sions, of SECTION III — PHYSICAL DAMAGE ted or authorized insurer outside the COVERAGE: United States of America, its territories Exclusion 3.a. does not apply to "loss" to one or and possessions, Puerto Rico and Can- more airbags in a covered 'auto"you own that in- ada, We assume no responsibility for the flake due to a cause other than a cause of"loss' furnishing of certificates of insurance, or for compliance in any way with the laws set forth in Paragraphs A.I.b. and A.1,c., but of other countries relating to insurance. only: G. WAIVER OF DEDUCTIBLE—GLASS a. If that "auto" is a covered "auto"for Compre- The following is added to Paragraph D., Deducti- hensive Coverage under this policy; ble, of SECTION III — PHYSICAL DAMAGE b. The airbags are not covered under any war- COVERAGE. ranty, and . No deductible for a covered "auto" will apply to c The airbags were not intentionally inflated. glass damage if the glass is repaired rather than We will pay up to a maximum of $1,000 for any replaced. one"loss". H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF L. NOTICE AND KNOWLEDGE OF ACCIDENT OR USE—INCREASED LIMIT LOSS The following replaces the last sentence of Para- The following is added to Paragraph A,2.a., of graph A,4.b., Loss Of Use Expenses, of SEC- SECTION IV—BUSINESS AUTO CONDITIONS: TION III—PHYSICAL DAMAGE COVERAGE: Your duty to give us or our authorized representa- However, the most we will pay for any expenses tive prompt notice of the "accident" or "loss" ap- for loss of use is $65 per day, to a maximum of plies only when the "accident" or "loss" Is known $750 for any one"accident". to: I. PHYSICAL DAMAGE — TRANSPORTATION (a) You(if you are an individual), EXPENSES—INCREASED LIMIT (b) A partner(if you are a partnership); The following replaces the first sentence in Para- (c) A member (if you are a limited liability corn- graph A.4,a., Transportation Expenses, of pany); SECTION III — PHYSICAL DAMAGE COVER- (d) An executive officer, director or insurance AGE: manager(if you are a corporation or other or- We will pay up to $50 per day to a maximum of ganization); or $1,500 for temporary transportation expense in- (e) Any"employee" authorized by you to give no- curred by you because of the total theft of a cov- fice of the "accident"or"loss". ered "auto"of the private passenger type. j. CA T3 53 03 10 0 2010 The Travelers indemnity Company. Page 3 of 4 Includes copyrighted material of Insurance Services Office,Inc.with its permission. 9. YELLELE-01 ABLACKARD CERTIF.1-CATE OF LIABILITY INSURANCE._......... /.2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. "IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. 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). PRODUCER CONTACT NAME: DBA:Western States Insurance Agency of Billings PHONE FAX Western States Insurance Agency,Inc. (406)656-9800 (8Lr_1!i2):.(.406)666-1199 ................... -EM 2180 Overland Ave. ADDREAIL SS: Suite 102 Billings,MT 59102 INSURER(S)AFFORDING COVERAGE NAIC# ........... INSURER A:Liberty Northwest Ins Corp ............................ INSURED INSURER B: Yellowstone Electric Co. INSURER C: Montana PO BOX 2018 INSURER Q Billings,MT 59103 INSURER E INSURER F; COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT 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 MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1 11 SP _.w._.._.,.._..................... ADDE:SLBR ........... _-ffLItFY-ffFF_ TCYCN�_Yl�_XP' LIMITS LTR TYPE OF INSURANCE POLICY NUMBER (MMIDDIYYYY) (WL/DPff�YYY JN.$R WV0 i ....... ........ GENERAL LIABILITY EACH OCCURRENCE $ _0_AW9GrT0 Rr= COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence) $ CLAIMS-MACE D OCCUR MED EXP(Anyone person) $ PERSONAL&ADV INJURY $ . GENERAL AGGREGATE $ ................... GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMPIOP AGG $ 0- 11 L00 $ _ F _POLICYL_121.� COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY CCE,)IV accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED S CHEDUI511 —I LTOS BODILY INJURY(Per accIdent) $ AUTOS A NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS (PERACCIDENT) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ . ...................... EXCESS LIAB �M"MA�D' AGGREGATE S .......... ....... ']:rED RETENI $ WORKERS COMPENSATION TA OTH- AND EMPLOYERS"LIABILITY YIN =XO TORY LIMITS L.J.EP................................... A ANY PROPRETOR/PARTNERIEXECUTIVE WC41 NC0091884012 71112012 7/1/2013 E.L.EACHACCIDIENT $ 1,000,000 OFFIGERIMEMBER EXCLUDED? NIA 1 .1.................. ...........................................- (mandatory In NH) E.I. DISEASI-EAEMPLOYEF_S 1,000,000 I as,describe under t DACRIPTION OF OPERATIONS below E1,1DISEASE-PO'LTCY LIMIT S 1,000,000 ------------ DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES (Attach ACORD iOl,Additional Remarks Schedule,If more space Is required) Job#13211North 7th Avenue Lighting Improvements Bozeman ............. ............ CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Morrison Malerle,Inc. ACCORDANCE WITH THE POLICY PROVISIONS, 2880 Technology Blvd West PO Box 1113 ....... Bozeman,MIT 59771 AUTHORIZED REPRESENTATIVE 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010106) The ACORD name and logo are registered marks of ACORD NO�TE: TMS DOCUMENT HAS BEEN AMENDED FOR TES PROJECT AND CONTROLLING LAW This document has important legal consequences- consultation with an attorney is encouraged with respect to its use or modification. This document should be adapted to the particular circumstances of the contemplated Project and the controlling Laws and Regulations. STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Prepared by ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE and Issued and Published Jointly by A E C AkilRICAN COUN L L ASCEAn Society National Society of merica of Civil Engineers Professional Engineers Professional Engineers in Private Practice AMERICAN COUNCIL OF ENGINEERING COMPANIES ASSOCIATED GENERAL CONTRACTORS OF AMERICA AMERICAN SOCIETY OF CIVIL ENGINEERS PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE 4 Practice Division of1he NATIONAL SOCIETY OF PROFESSIONAL ENGfNEERS Endorsed by CONSTRUCTION SPECIFICATIONS INSTITUTE Standard General Conditions of the Construction Contract-00700-Page I of 73 QWMdoc Revised April 2011 � CONDITIONS | `^ �� .�'^ �^~�~ ~'��~=^^~� a�� v,,��n�^��/�� ^u� / CONSTRUCTION CONTRACT TABLE OF CONTENTS | Page AxtiQ{e I -[}ofioitiOnS and Terminology-_-___-_---_-_--_----__-___-__-----_.7 | 1.01 Defined Terms........... ........ .................................... .......... ............ -.........................................7 1'02 Terminology....................................... .............................................................. ......................... 11 \ Article 2-Preliminary Matters............................................................................................ ........................ 32 2.0I Delivery Of Bonds and Evidence of Insurance................................ .......................................... }2 2`02 Copies of __--_---..,'_-_------~_----.--.-_~_..~~.__^. /2 / 103 Commencement of Contract Times;Notice 10 Proceed.............................................................13 2]04 Starting the Work............................................. ............... ................ ..........................................13 2.05 Before Starting Construction......... --.......................................................................................]3 � 2j06 of Authorized Representatives................................ 13 2.07 Initial Acceptance of Schedules......................... ........................................................ - ......... 14 | Article 3 -Contract Documents: Intent, Amending, Reuse ...........................................................................l4 ]])l Intent............................................................................................................... .......... ...................l4 3.02 Reference Standards.............. ..................................................................................................... l5 ] 3.83 Reporting and Resolving Discrepancies----_---_—__--------___,____^15 104 Amending and Supplementing Contract Documents., .............................................................. 16 3.05 Reuse of Documents........ .............................................................. ..................................... .... }6 / 3.06 Electronic Data................ .......................................................... ............................. .................. 1? Article 4- of Lands; eo�d (�uo��)oS' i Availability--� ---` ----- -^ �� Conditions; Hazardous Environmental~ � / Points.......................................... ............... ................................................ 17 4`01 Availability of .................. .......................................................................... ..................... 17 4.02 Subsurface and __-__ ......................................................................... ^ 4.03 Differing Subsurface or .................... ................. _.......... .................... l# 4`04 Underground ................ ................................................................................................2U | 4L05 Reference Points ................................................... .....................................................................2l / 4.06 Hazardous Condition at Site..................... ......... .............. ...............................21 / Article 5 -Bonds and Insurance........ .................... ......... ............. ................................ _ .....................--23 ' 5.01 Performance,Payment, and Other Bonds...... _........................................................................ _23 5.02 Licensed Sureties and Insurers.~..-__________-,__---_-._~,-,,,-,'~_,~._23 | 5.83 Ccxtifivatcsof Insurance ........................................................ ..................... ............................Z3 5.04 Contractor's Insurance..................................................... ....... ............................ .. ..................74 5.05 ()wOoe[`O Liability Insurance.................................................. ..........................................................25 | 5.06 ............................ ...................... ...... .............................................................26 5`07 Waiver of Rights............. ..................................................... ......^.................................... ......... 27 5.08 Receipt and ..................... ......... ... .... ...................... .....2A j 5.09 Acceptance of Bonds and To Replace ................_ ............. ........^.............-'24 Standard General Conditions ofthe Construction Contract-gg700-Page Snf 7 OU7Oq.dnc / Reviseu*prd 2011 | ' 9.04 Authorized Variations io Work ............... ........—..........................................................................47 | 9.05 Rejecting Defective Work ..........................................................................................................47 9]06 Shop Drawings, Change Orders and Payments................................ ......... ............................47 9.07 Determinations for Unit Price Work ... ... — ...............................................................................48 | 4.08 Decisions on Requirements of Contract Documents and Acceptability mf Work........... ....... 48 9.09 Limitations on "s Authority and Responsibilities................. ........ —........... ..............4S 9.10 Compliance with Safety Program.... ......... ......... .................................................................... ....49 Article l0—Changes iu the Work; Claims ......................................................................................................4g 10.01 Authorized Changes im the Work...................................... .............................. ..........................49 | 10J02 Unauthorized Changes iu the Work ..................... ......... ................................................................49 10.03 Execution of Change Orders.................... ..................................................................................49 }(\04 Notification 10 Surety .................................................................................................................5U / 18.05 Claims...... ................. .................................................................................................................50 | Article I I —Cost Of the Wor6; z��0�n�x�ca' T]o�t��c� �Jur� 51 | � --� " -----------'------------ / }1.8} Cost of the Work............. ................................................................. ..........................................5I 1L02Allowances...................................................................................................................................54 | 11.03 {]nit Price Work---,---.~_—_----_-- 54 —_------.___--.---_--_—. Article K3—Change 0t Contract Price; Change o[Contract Times................................................................55 | 12.01 Change of Contract Price......................................... .............................................. .....................55 ' 12L02 Change of Contract Times............................................... ......... _........... ................................56 17.03 Delays_ .......---.................... ................................................... ..............................................56 ' 13 —Tests and or Acceptance of Defective Work......................J7 13]0} Notice of Defects.............................--.... ........................ ........................................................57 | 13.02 l ------t0 Work_..~__.—_~—_-----.. — ' `57 13J03Tests and Inspections..................... ...............— ..................................... ..................... ...............57 13]}4 Uncovering Work................................................................................... —._----................58 � 13.05 Owner May Stop the Work ....................................... ................................................................5q 13.06 Correction mrRemoval of Defective Work.... ............................................................ .............. 5g 13])7 Correction Period............................................ ...........................................................................59 | 13.08 Acceptance of Defective Work—................................... .................................... _................_.60 1219 Owner May Correct Defective Work................................................................................................0Q � Article 14 Lo(�nn�a�orand —_____----_------_---_---^__.6} 14.0 of Values.... .............. ..................................................................................................61 14/2 Progress Payments .............. ___— ..............................................— .......................................61 � I4.0 s Warranty uf Title................ .......... ........................................................................65 14J04 Substantial Completion_-.-----_.—~.----.—.---^-__-----------_~--65 14])5 Partial Utilization^_--_-___—'_—..—.-----...................................... 6� � 14.06 Final Inspection..... .................... ..............-...................... ...........................___ ...................67' 14/07 Final Payment...............................-................................................................................. ...............6 }41]8 Final Completion Delayed.......................................... ................................ ...................................60 / 14/09 Waiver of Claims_ ............................. .................................................................. ............—_69 Standard General Conditions of the Construction Contru -00'700-Page 5of73 8O7o8.doc Revised Aprit 2011 ARTICLE I —DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in the Bidding Requirements or Contract Documents and printed with initial capital letters, the terms listed below will have the meanings indicated which are applicable to both the singular and plural thereof. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement—The written instrument which is evidence of the agreement between Owner and Contractor covering the Work. The definition of the word "Contract" is synonymous with the word"Ageement"and is used interchangeably in the Contract Documents. 3. Application for Payment—The form acceptable to Engineer which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5, Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed, 6, Bidder—The individual or entity who submits a Bid directly to Owner. 7, Bidding Documents—The Bidding Requirements and the proposed Contract Documents (including all Addenda). 8, Bidding Requirements—The advertisement or invitation to bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 9, Change Order—A document recommended by Engineer which is signed by Contractor and Owner and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement. 10. Claim—A demand or assertion by Owner or Contractor seeking an adjustment of Contract Price or Contract Times, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Claim. 11. Contract—The entire and integrated written agreement between the Owner and Contractor concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether,written or oral. Standard General Conditions of the Construction Contract—00700—'Rage 7 of 73 00700.doc Revised April 2011 2-6. 2-&Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 27. 267 Milestone—A principal event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the Work, 28. 24, Notice of Award—The written notice by Owner to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, Owner will sign and deliver the Agreement. 29. 28-. Notice to Proceed—A written notice given by Owner to Contractor fixing the date on which the Contract Times will commence to run and on which Contractor shall start to perform the Work under the Contract Documents. 30. 2-9 Owner—The individual or entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 31. Partial Utilization - Use,.by Owner of a substantially completed part of the Work for the pqMose for which it is intended or a related purpose) prior to Substantial Completion of all the Work, 32. 3 PCBs—Polychlorinated biphenyls. 33. 34-. Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and crude oils. 34. 327 Progress Schedule—A schedule, prepared and maintained by Contractor, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Times. 35. 33- Project—The total construction of which the Work, to be performed under the Contract Documents may be the whole, or a part. 36. 347 Project actual:The bound documentary information prepared for bidding and constructing the Work, A listing of the contents of the Project Manual, which may be bound in one or more volumes, is contained in the table(s) of contents. 37. 1& Radioactive Material—Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 38. 3 . Resident Project Representative—The authorized representative of Engineer who may be assigned to the Site or any part thereof. 39. 47- Samples—Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work wilt be judged. Standard General Conditions of the Construction Contract—00700—Page 9 of 73 00700.doc Revised April 2011 52. 5-0-. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Doew-nents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 53. 54-. Work Change Directive---A written statement to Contractor issued on or after the Effective Date of the Agreement and signed by Owner and recommended by Engineer ordering an addition, deletion, or revision in the Work, or responding to differing or unforeseen subsurface or physical conditions under which the Work is to be performed or to emergencies. A Work Change Directive will not change the Contract Price or the Contract Times but is evidence that the parties expect that the change ordered or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times. 1.02 Terminology A. The words and terms discussed in Paragraph 1.0.B through F are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning, B. Intent of Certain Terms or Adjectives: 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of professional judgment by Engineer. In addition, the adjectives "reasonable," "suitable," "'acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of Engineer as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective is not intended to and shall not be effective to assign to Engineer any duty or authority to supervise or direct the performance of the Work, or any duty or authority to undertake responsibility contrary to the provisions of Paragraph 9.09 or any other provision of the Contract Documents. C. Day: 1. The word "day" means a calendar day of 24 hours measured fTom midnight to the next midnight. D. Defective., 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory,faulty, or deficient in that it: a. does not conform to the Contract Documents; or Standard General Conditions of the Construction Contract—00700—Page 19 of 73 00700.doc Revised April 2011 1 l i 2.03 Commencement of Contract Times; Notice to Proceed A. Following the execution of the A °eement b the Owner and the Contractor, written Notice to Proceed with the "Work shall be given by the Owner to the Contractor. The Contract Mmes will commence to run on the "i4ie�h day after-the Effective Date of the Agreement , Proceed is given, on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 30 days after the Effective Date of the Agreement.. i tie eve * will th sixtie�h day after the day of Bid . 2.04 Starting the Work A. Contractor shall start, to perform the Work on the date when the Contract Times commence to run. No Work shall be done at the Site prior to the date on which the Contract Times commence to run. I 2.05 Before Starting Construction A. Preliminary Schedules: Within 10 days after the Effective Late of the Agreement (unless otherwise specified in the General Requirements), Contractor shall submit to Engineer for timely r review: i I. a preliminary Progress Schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the 'Work, including any Milestones specified in the Contract Documents 2. a preliminary Schedule of Submittals; and i 3. a preliminary Schedule of Values for all of the Work which includes quantities and prices of r items which when added together equal the Contract Price and subdivides the Work into component parts in sufficient detail to serve as the basis fear progress payments during performance of the Fork. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. 4. a preliminary list of construction equipment with hourly rates, owned or rented by the Contractor and all Subcontractors that will be used in the performance of the Work. The equipment list will include information necessary to confirm the hourly'rates in accordance with paraggaph 11.01A.5.c of these General Conditions including: make model and year of manufacture as well as the Morse tower, cgpacijy or weight,and accessories. 1 2.06 Preconstruction Conference; Designation ofAuthorized Representatives A. Before any Work at the Site is started, a conference attended. by Owner, Contractor, Engineer, and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in Paragraph 2.05.A, procedures for handling Shop Drawings and other submittals, processing Applications for Payment, and maintaining required records. 1 Standard Generai Conditions of the Construction Contract—00700—Page 13 of 73 00700.doc Revised AprH 2011 B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred fi-om the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to Owner. C. Clarifications and interpretations of the Contract Documents shall be issued by Engineer as provided in Article 9, 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1, Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of Owner, Contractor, or Engineer, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to Owner, Engineer, or any of their officers, directors,members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: L ' Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein and all applicable field measurements. Contractor shall promptly report in writing to Engineer any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from Engineer before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the Performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (e) any instruction of any Supplier, then Contractor shall promptly report it to Engineer in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph 6.16.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. Standard General Conditions of the Construction Contract-00700—Page 15 of 73 00700.doc Revised April 2011 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by Owner or Engineer to Contractor, or by Contractor to Owner or Engineer, that may be relied upon are limited to the printed copies (also known as hard copies). Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. Because data stored in electronic media format can deteriorate or be modified inadvertently or otherwise without authorization of the data's creator, the party receiving electronic files agrees that it will perform acceptance tests or procedures within 60 days, after which the receiving party shall be deemed to have accepted the data thus transferred. Any errors detected within the 60-day acceptance period will be corrected by the transferring party, C. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of' documents resulting from the use of software application packages,operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4—AVAILABILITY OF LANDS; SUBSURFACE AND P14YSICAL CONDITIONS; HAZARD,OUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. Owner shall furnish the Site. Owner shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. Owner will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. If Contractor and Owner are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, as a result of any delay in Owner's furnishing the Site or a part thereof, Contractor may make a Claim therefor as provided in Paragraph 10.05. B. Upon reasonable written request, Owner shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed and Owner's interest therein as necessary for giving notice of or filing a mechanic's or construction lien.against such lands in accordance with applicable Laws and Regulations. C. Contractor shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. Q. If it is necessary or desirable that the Contractor use land outside of the Owner's easement or right-of-w4 the Contractor shall obtain written consent from the proe ny owner and tenant of the land. The Contractor shall not enter for materials delively or occupy for my other pnose 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. Standard General Cond4ions of the Construction Contract—00700—Page 17 of 73 00700.doc Revised April 2011 so. Contractor shall notify the Owner and Enfzineer in writing about..differing,subsurface or physical conditions within-5 da ys 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. B. Engineer's Review: After receipt of written notice as required by Paragraph 4.03.A, Engineer will promptly review the pertinent condition, determine the necessity of Owner's obtaining additional exploration or tests with respect thereto, and advise Owner in writing (with a copy to Contractor) of Engineer's findings and conclusions. C. Possible Price and Times Adjustments: 1. The Contract Price or the Contract Times, or both, will be equitably adjusted to the extent that the existence of such differing subsurface or physical condition causes an increase or decrease in Contractor's cost of, or time required for, performance of the Work; subject, however,to the following: a. such condition must meet any one or more of the categories described in Paragraph 4.03A and b. with respect to Work that is paid for on a unit price basis, any adjustment in Contract Price will be subject to the provisions of Paragraphs 9.07 and 11.03. 2. Contractor shall not be entitled to any adjustment in the Contract Price or Contract Times if- a. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to Owner with respect to Contract Price and Contract Times by the submission of a Bid or becoming bound under a negotiated contract; or b. the existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation, exploration, test, or study of the Site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for Contractor prior to Contractor's making such final commitment; or c. Contractor failed to give the written notice as required by Paragraph 4.03.A. 3, If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, a Claim may be made therefor as provided in Paragraph 10.05. However, neither Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors shall be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. Standard General Conditions of the Construction Contract—00700—Page 19 of 73 00700.doc Revised April 2011 4.05 Reference Points A. Owner shall provide engineering surveys to establish reference points for construction which in Engineer's judgment are necessary to enable Contractor to proceed with the Work. Contractor shall be responsible for laying out the Work, shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations without the prior written approval of Owner. Contractor shall report to Engineer whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points or property monuments by professionally qualified personnel, 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings. The Supplementary Conditions identify those reports and drawings known to Owner relating to Hazardous Environmental Conditions that have been identified at the Site, B Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings, are not Contract Documents, Such "technical data'' is identified in the Supplementary Conditions. Except for such reliance on such "technical data," Contractor may not rely upon or make any claim against Owner or Engineer, or any of their officers, directors, members, partners, employees,agents, consultants, or subcontractors with respect to: 1, the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by Contractor and safety precautions and programs incident thereto; or 2, other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings;or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (11) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.16.A); and (iii) notify Owner and Engineer (and promptly thereafter confirm such notice in writing). Owner shall promptly consult with Engineer concerning the necessity for Owner to retain a qualified expert to evaluate such condition or take corrective action, if any. Promptly after consulting with Engineer, Owner shall take such actions as are necessary to permit Owner to Standard General Conditions of the Construction Contract—00700—Page 21 of 73 00700.doc Revised April 2011 ARTICLE 5-BONDS AND INSURANCE 5.01 Performance, Payment, and Other Bonds A. Contractor shall furnish performance and payment bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents, These bonds shall remain in effect until one year after the date when final payment becomes due or until completion of the correction period specified in Paragraph 13.07, whichever is later, except as provided otherwise by Laws or Regulations or by the Contract Documents, Contractor shall also fin-nish such other bonds as are required by the Contract Documents B. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of"Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a certified copy of that individual's authority to bind the surety. All bonds sioed by an agent must have a Power of,Attompy form attached to the Bond. The evidence of authority shall show that it is effective on the date the agent or attorney-in-fact signed each bond. C. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of Paragraph 5.01.8, Contractor shall promptly notify Owner and Engineer and shall, within 20 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5,01.13 and 5.02. 5.02 Licensed Sureties and Insurers A. All bonds and insurance required by the Contract Documents to be purchased and maintained by Owner or Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue bonds or insurance policies for the limits, and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.03 Certificates of Insurance A. Contractor shall deliver to Owner', with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by Owner or any other additional insured) which Contractor is required to purchase and maintain. B. Oyffier- shall deliver- te Genlraetoi:, with eepies te eaeh additional instwed aiad less payee identified in the Suppleffie-tafy Gondiiiens, eei4ifleates ef iilsufanee (and other eviderlee ef iiisictfafiee r-eqtiested by Ge.-Afael-ef er a" other- additienal instff-ed) whiehi - wne-f -is required4-e purchase and maintaie. Standard General Conditions of the Construction Contract—00700—Page 23 of 73 00700,doc Revised April 2011 5. claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and 6, claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. B, The policies of insurance required by this Paragraph 5.04 shall: 1. with respect to insurance required by Paragraphs 5.04.A.3 through 5.04.A.6 inclusive, be written on an occurrence basis, include as additional insureds (subject to any customary exclusion regarding professional liability) Owner and Engineer, Engineer's Consultants and any other individuals or entities identified in the Supplementary Conditions, all of whom shall be listed as additional insureds, and include coverage for the respective officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of all such additional insureds, and the insurance afforded to these additional insureds shall provide primary coverage for all claims covered thereby; 2. include at least the specific coverages, and be written for not less than the limits of liability provided in the Supplementary Conditions or required by Laws or Regulations, whichever is greater; 3. include contractual liability insurance covering Contractor's indemnity obligations under Paragraphs 6.11 and 6.20; 4, contain a provision or endorsement that the coverage afforded will not be canceled,materially changed or renewal refused until at least 30 days prior written notice has been given to Owner and Contractor and to each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the Contractor pursuant to Paragraph 5.03 will so provide); 5. remain in effect for a period of at least"ff"one year following final payment and at all times thereafter when Contractor may be correcting, removing, or replacing defective Work in accordance with Paragraph 13.07; and 6. include completed operations coverage: after final payment. a. Such insurance shall remain in effect for VA�e three years b, Contractor shall furnish Owner and each other additional insured identified in the Supplementary Conditions, to whom a certificate of insurance has been issued, evidence satisfactory to Owner and any such additional insured of continuation of such insurance at final payment and ene for each year thereafter until this provision is satisfied. 5.05 Owners Liability Insurance A. In addition to the insurance required to be provided by Contractor under Paragraph 5.04, Owner, at Owner's option, may purchase and maintain at Owner's expense Owner's own liability insurance as will protect Owner against claims which may arise from operations under the Contract Documents. Standard General Conditions of the Construction Contract—00700—Page 25 of 73 00700.doc Revised April 2011 DG.All the policies of insurance (and the certificates or other evidence thereof) required to be purchased and maintained by Contractor in accordance with this Paragraph 5.06 will contain a provision or endorsement that the coverage afforded will not be canceled or materially changed or renewal refused until at least 3-0 45 days prior written notice has been given to Owner and Contractor and to each other loss payee to whom a certificate of insurance has been issued and will contain waiver provisions in accordance with Paragraph 5.07. The qualifications of the insurance company shall..corn ply..with the requirements of paraggph 5.02 and the SupplementM Conditions. —ED.Owner shall not be responsible f6r-purchasing aiid an), property insuranee eeified in+LIIIj Pfateet the inter-ests of Contractor-, Stibeentraeters, or others in the Wofl te the extent ef ai:*, dedu afneunts that r-h-e ideii6fied in the Supplemen", Condifiens. The fisk ef less te the wer-k within sueh idefifified deductible ameurA ;A,ill be beffie by Getitffaetor-, Subeentfaetefs, er- ethers sufl�riritgl sueh less, and if any of them wishes property instffanee cover e within the liflaits. amoupAs, eaeb ffiay ptifehase and maipAain it at the purehaser-'s ewfi ense--. E&If Contractor requests in writing that other special insurance be included in the property insurance policies provided under this Paragraph 5.06, Owner shall, if possible, include such insurance,and the cost thereof will be charged to Contractor by appropriate Change Order. Prior to commencement of the Work at the Site, Owner shall in writing advise Contractor whether or not such other insurance has been procured by Owner. FG. Qualifications of the roe insurance compM shall be as Vecified in the SUpplement Conditions. 5.07 Waiver of Rights A. Owner and Contractor intend that all policies purchased in accordance with Paragraph 5.06 will protect Owner, Contractor, Subcontractors, and Engineer, E11gincer's Consultants and all other individuals or entities identified in the Supplementary Conditions as loss payees (and the officers, directors, members,partners, employees, agents, consultants, and subcontractors of each and any of them) in such policies and will provide primary coverage for all losses and damages caused by the perils or causes of loss covered thereby. All such policies shall contain provisions to the effect that in the event of payment of any loss or damage the insurers will have no rights of recovery against any of the insureds or loss payees thereunder. Owner, aftd Contractor, Subcontractors, Engineer, Engineer's Consultants and all other persons or entities identified in the Supplementary Conditions to be listed as insureds or additional insureds under such policies waive all rights against each other and their respective officers, directors, members, partners, employees, a ents, 9 consultants and subcontractors of each and any of them for all losses and damages caused by, arising out of or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work; and, in addition, waive all such rights against Subcontractors, and Engineer, Engineer's Consultants, and all other individuals or entities identified in the Supplementary Conditions as loss payees (and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them) under such policies for losses and damages so caused, None of the above waivers shall extend to the rights that any party making such waiver may have to the proceeds of insurance held by Owner as trustee or otherwise payable under any policy so issued. Standard General Condito-ons of the Construction Contract—00700—Page 27 oF73 00700.doc Revssed April 2011 5.09 Acceptance of'Bonds and Insurance, Option to Replace A. If either Owner or Contractor has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the other party in accordance with Article 5 on the basis of non-conformance with the Contract Documents,the objecting party shall so notify the other party in writing within 10 days after receipt of the certificates (or other evidence requested) required by Paragraph 2.01.13. Owner and Contractor shall each provide to the other such additional information in respect of insurance provided as the other may reasonably request. If either party does not purchase or maintain all of the bonds and insurance required of such party by the Contract Documents, such party shall notify the other party in writing of such failure to purchase prior to the start of the Work-, or of such failure to maintain prior to any change in the required coverage. Without prejudice to any other right or remedy, the other party may elect to obtain equivalent bonds or insurance to protect such other party's interests at the expense of the party who was required to provide such coverage, and a Change Order shall be issued to adjust the Contract Price accordingly. 5.10 Partial Utilization, Acknowledgment of Property Insurer A. If Owner finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work as provided in Paragraph 14.05, no such use or occupancy shall commence before the insurers providing the property insurance pursuant to Paragraph 5.06 and SC-5.06 have acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorsement on the policy or policies, but the property insurance shall not be canceled or permitted to lapse on account of any such partial use or occupancy. ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. Contractor shall not be responsible for the negligence of Owner or Engineer in the design or specification of a specific means, method, technique, sequence, or procedure of construction which is shown or indicated in and expressly required by the Contract Documents, B. At all times during the progress of the Work, Contractor shall assign a competent resident superintendent who shall not be replaced without written notice to Owner and Engineer except under extraordinary circumstances. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to survey and lay out the Work, and perform construction as required by the Contract Documents. Contractor, shall at all times maintain good discipline and order at the Site. Contractor shall be responsible to see that the completed Work complies accurately with the Contract Documents. Standard General Condi6ons of the Construction Contract—00700—Page 29 of 73 00700.doc Revused April 2011 6.05 Substitutes and "Or-Equals A. Whenever an item of material or equipment is specified or described in the Contract Docutnents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or-equal" item or no substitution is perinitted, other items of material or equipment or material or equipment of other Suppliers may be submitted to Engineer for review under the circumstances described below. I Or-Equal"Items: If in Engineer's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by Engineer as an "or-equal" item, in which case review and approval of the proposed item may, in Engineer's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so,named if: a, in the exercise of reasonable judgment Engineer determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service, b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the Owner or increase in Contract Times; and 2) it will conform substantially to the detailed requirements of the item reamed in the Contract Documents. 2, Substitute Items., a. If in Engineer's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or-equal" item under Paragraph 6.05.A.1, it will be considered a proposed substitute item. b. Contractor shall submit sufficient infon-nation as provided below to allow Engineer to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by Engineer from anyone other than Contractor. standard General Conditions of the Construdon Contract—00,700—Page 31 of 73 00700.doc Revised Aprii 2011 judge of acceptability, No "or equal" or substitute will be ordered, installed or utilized until Engineer's review is complete, which will be evidenced by a Change Order in the case of a substitute and an approved Shop Drawing for an "or equal." Engineer will advise Contractor in writing of any negative determination. D. Special Guarantee: Owner may require Contractor to furnish at Contractor's expense a special performance guarantee or other surety with respect to any substitute. E. Engineer's Cost Reimbursement: Engineer will record Engineer's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A,2 and 6.05.13. Whether or not Engineer approves a substitute so proposed or submitted by Contractor, Contractor shall reimburse Owner for the reasonable charges of Engineer for evaluating each such proposed substitute. Contractor shall also reimburse Owner for the reasonable charges of Engineer for making changes in the Contract Documents (or in the provisions of any other direct contract with Owner)resulting from the acceptance of each proposed substitute. 1. Payment for such evaluation and redesign shall be made at the hourly rates specified in the Bid Forin and made by deduction from the monthly progress pements and the final meat as the evaluation and redesign --expenses are incurred. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or-equal"at Contractor's expense. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity (including those acceptable to Owner as indicated in Paragraph 6.06.13), whether initially or as a replacement, against whom Owner may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection. B. If the Supplementary Conditions require the identity of certain Subcontractors, Suppliers, or other individuals or entities to be submitted to Owner in advance for acceptance by Owner by a specified date prior to the Effective Date of the Agreement, and if Contractor has submitted a list thereof in accordance with the Supplementary Conditions, Owner's acceptance (either in writing or by failing to make written objection thereto by the date indicated for acceptance or objection in the Bidding Documents or the Contract Documents) of any such Subcontractor, Supplier, or other individual or entity so identified may be revoked on the basis of reasonable objection after due investigation. Contractor shall submit an acceptable replacement for the rejected Subcontractor, Supplier, or other individual or entity, and the Contract Price will be adjusted by the difference in the cost occasioned by such replacement, and an appropriate Change Order will be issued. No acceptance by Owner of any such Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, shall constitute a waiver of any right of Owner or Engineer to reject defective Work. C. Contractor shall be fully responsible to Owner and Engineer for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Standard General Condltuons of the Construction Contract—00700—Page 33 of 73 010700.doc Revised April 2011 subject to patent rights or copyrights calling for the payment of any license fee or royalty to others,the existence of such rights shall be disclosed by Owner in the Contract Documents. B. To the fullest extent permitted by Laws and Regulations, Owner shall indemnify and hold harmless Contractor, and its officers, directors, members, partners, employees, agents, consultants, and subcontractors from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals, and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device specified in the Contract Documents, but not identified as being subject to payment of any license fee or royalty to others required by patent rights or copyrights. C. To the fullest extent pen-rutted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner, and Engineer, Engineer's Consultants, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.08 Permits A. Unless otherwise provided in the Supplementary Conditions, Contractor shall obtain and pay for all construction permits and licenses. Owner shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement. Owner shall pay all charges of utility owners for connections for providing permanent service to the Work. 6.09 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither Owner nor Engineer shall be responsible , for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3,03, C. Changes in Laws or Regulations not known at the time of opening of Bids (or, on the Effective Date of the Agreement if there were no Bids) having an effect on the cost or time of performance Standard General Conditions of the Construction Contract—00700—Page 35 of 73 00700.doc Revised April 2011 6.12 Record Documents A. Contractor shall maintain in a safe place at the Site one record copy of all Drawings, Specifications, Addenda, Change Orders, Work Change Directives, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be available to Engineer for reference. Upon completion of the Work, these record docurnents, Samples, and Shop Drawings will be delivered to Engineer for Owner. B. The cost of an additional work..Iequired of the Engineer to complete the record documents due to failure of the Contractor to maintain adequate record documents shall be calculated at the hourly rates specified in the Bid Form for unscheduled employ Lnent of the Engineer. PqyMent for such work shall be made by deduction from the monthly progress payments and the final pLayment as the costs are incurred. 6,13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal,relocation, or replacement in the course of construction, B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss- and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of Owner's safety programs, if any, The Supplementary Conditions identify any Owner's safety programs that are applicable to the Work. D. Contractor shall inform Owner and Engineer of the specific requirements of Contractor's safety program with which Owner's and Engineer's employees and representatives must comply while at the Site. Standard General Conditions of the Construction Contract—00700—Page 37 of 73 00700.dor, Revised April 2011 before interfering with them, Safe ty..,provisions must be entirely adequate and meet with Ci1y or State and Federal regulations to protect the public.on these streets and roads. The nrovisions for tern or expedients will not be required when the Contractor has obtained permission,from the owner and tenant of the private prope]1y, or from the authority having jurisdiction over..pqblic property involved,to obstruct traffic at the desi-mated point. 6.14 Safety Representative A. Contractor shall designate a qualified and experienced safety representative at the Site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. 6,15 Hazard Communication Programs A. Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the Site in accordance with Laws or Regulations. 6.16 Emergencies A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give Engineer prompt written notice if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If Engineer determines that a change in the Contract Documents is required because of the action taken by Contractor in response: to such an emergency, a Work Change Directive or Change Order will be issued. 6.17 Shop Drawings and Samples A, Contractor shall submit Shop Drawings and Samples to Engineer for review and approval in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as Engineer may require. 1. Shop Drawings: a. Submit number of copies specified in the General Requirements. b. Data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials,and similar data to show Engineer the services, materials, and equipment Contractor proposes to provide and to enable Engineer to review the information for the limited purposes required by Paragraph 6.17.D. 2. Samples: a. Submit number of Samples specified in the Specifications. Standard General Conditions of the Construction Contract—00700—Page 39 of 73 00700.dOG Revised April 2011 or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly In which the item functions. 3. Engineer's review and approval shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Paragraph 6.17.0.3 and Engineer has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample. Engineer's review and approval shall not relieve Contractor from responsibility for complying with the requirements oaf f Paragraph 6.17.C.1. E. Resubmittal Procedures: 1. Contractor shall make corrections required by Engineer and shall return the required number of corrected copies of Shop Drawings and submit, as required, new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than the corrections called for by Engineer on previous submittals. 6.18 Continuing the Work A. Contractor shall carry on the Work and adhere to the Progress Schedule during all disputes or disagreements with Owner. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by Paragraph 15.04 or as Owner and Contractor may otherwise agree in writing. 6.19 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to Owner that all Work, will be in accordance with the Contract Documents and will not be defective. Engineer and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2, normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perforin the Work, in accordance with the Contract Documents: 1. observations by Engineer; 2. reconuriendation by Engineer or payment by Owner of any progTess or final payment; Standard General Conditions of the Construrt4on Contract—00700—Page 41 of 73 00700.doc Revised April 2011 2. giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage. E. The exceptions to Contractor's indemnification obligations under paragraph 6.20.17 shall not qpply to any claim or demand against Engineer and Engineer's Consultants or to the officers, directors, partners, employees, agents and other consultants and subcontractors of each and any of them which is based on asserted liability for the reporting or failing to report of matters relit n to allefzed health and safety violations in connection with the work of Contractor and an Subcontractor or Supplier. 6.21 Delegation cif Professional Design Services A. Contractor will not be required to provide professional design services unless such services, are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. Contractor shall not be required to provide professional services in violation of applicable law, B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, Owner and Engineer will specify all performance and design criteria that such services must satisfy. Contractor, shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seat shall appear on all drawings, calculations, specifications, certifications, Shop Drawings and other submittals prepared by such professional. Shop, Drawings and other submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to Engineer. C. Owner and Engineer shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided Owner and Engineer have specified to Contractor all performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.21, Engineer's review and approval of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. Engineer's review and approval of Shop Drawings and other submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.17.1.1. E. Contractor shall not be responsible for the adequacy of the performance or design criteria required by the Contract Documents. ARTICLE 7—OTHER WORK AT THE SITE 7.01 Related Work at Site A. Owner may perform other work related to the Project at the Site with Owner's employees, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents,then: StandaTd General Conditions of the Construction Contract—00700,—Page 43 of 73 00700-doc Revised April 20711 C. Contractor shall be liable to Owner and any other contractor under direct contract to Owner for the reasonable direct delay and disruption costs incurred by such other contractor as a result of Contractor's wrongful action or inactions. ARTICLE 8—O NER'S RESPONSIBILITIES 8,01 Communications to Contractor A. Except as otherwise provided in these General Conditions, Owner shall issue all communications to Contractor through Engineer. 8.02 Replacement of Engineer A. In case of termination of the employment of Engineer, Owner shall appoint an engineer to whom Contractor makes no reasonable objection, whose status under the Contract Documents shall be that of the former Engineer. 8.03 Furnish Data A. Owner shall promptly famish the data required of Owner under the Contract Documents. 8.04 Pay When Due A. Owner shall make payments to Contractor when they are due as provided in Paragraphs 14.02,0 and 14.07.0. 8.05 Lands and Easements,, Reports and Tests A. Owner's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to Owner's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions, relating to existing surface or subsurface structures at the Site. 8.06 Insurance A. Owner's responsibilities, if any, with respect to purchasing and maintaining liability and property insurance are set forth in Article 5. 8,07 Change Orders A. Owner is obligated to execute Change Orders as indicated in Paragraph 10.03. 8.08 Inspections, Tests, and Approvals A. Owner's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03.13. Standard General Conditions of the Construction Contract—00700—Page 45 of 73 00700.doc Revfsed April 2011 control, or have authority over or be responsible for Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. 9.03 Project Representative A. If Owner and Engineer agree, Engineer will furnish a Resident Project Representative to assist Engineer in providing more extensive observation of the Work. The authority and responsibilities of any such Resident Project Representative and assistants will be as provided in the Supplementary Conditions, and limitations on the responsibilities thereof will be as provided in Paragraph 9.09. If Owner designates another representative or agent to represent Owner at the Site who is not Engineer's consultant, agent or employee, the responsibilities and authority and limitations thereon of such other individual or entity will be as provided in the Supplementary Conditions. 9.04 Authorized Variations in Work A. Engineer may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project as a ftmetioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on Owner and also on Contractor, who shall perforin the Work involved promptly. If Owner or Contractor believes that a Field Order justifies an adjustment in the Contract Price or Contract Times, or both, and the parties are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment, a Claim may be made therefor as provided in Paragraph 10.,05. B. However, there will be no relax y substituting or qualifying gn portion of the Specifications, —y unless such change is qpproved in writing by the Engineer and Owner. J 9.05 Rejecting Defective Work A. Engineer will have authority to reject Work which Engineer believes to be defective, or that Engineer believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. Engineer will also have authority to require special inspection or testing of the Work as provided in Paragraph 13.04, whether or not the Work is fabricated, installed, or completed. 9.06 Shop Drawings, Change Orders and Payments A. In connection with Engineer's authority, and limitations thereof, as to Shop Drawings and Samples, see Paragraph 6.17. B. In connection with Engineer's authority, and limitations thereof, as to design calculations and design drawings submitted in response to a delegation of professional design services, if any, see Paragraph 6.2 1. Standard General Conditions of the Construction Contract—007010—Page 47 of 73 00700.doc Revised AprJ 2011 C. Engineer will not be responsible for the acts or omissions of Contractor or of any Subcontractor, any Supplier, or of any other individual or entity performing any of the Work. D. Engineer's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, bonds, certificates of inspection, tests and approvals, and other documentation required to be delivered by Paragraph 14.07.A will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests, and approvals that the results certified indicate compliance with,the Contract Documents. E. The limitations upon authority and responsibility set forth in this Paragraph 9,09 shall also apply to Engineer's Consultants, if my, the Resident Project Representative, if any, and assistants, if any. 9.10 Compliance with Safety Program A. While at the Site, Engineer's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which Engineer has been informed pursuant to Paragraph 6.13.D. ARTICLE 10—CHANGES IN THE WORK; CLAIMS 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, Owner may, at any time or from time to time, order additions, deletions, or revisions in the Work by a Change Order, or a Work Change Directive. Upon receipt of any such document, Contractor shall promptly proceed with the Work involved which will be performed-under the applicable conditions of the Contract Documents(except as otherwise specifically provided). B. If Owner and Contractor are unable to agree on entitlement to, or on the amount or extent, if any, of an adjustment in the Contract Price or Contract Times, or both, that should be allowed as a result of a Work Change Directive, a Claim may be made therefor as provided in Paragraph 10.05. 10.02 Unauthorized Changes in the PVork A. Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.16 or in the case of uncovering Work as provided in Paragraph 13.04.1. 10.03 Execution of Change Orders A. Owner and Contractor shall execute appropriate Change Orders recomi-nended by Engineer covering: Standard General Conditions of the Construction Contract—00700—Page 49 of 73 00700.doc Revised April 2011 1. deny the Claim in whole or in part; 2. approve the Claim; or 3. notify the parties that the Engineer is unable to resolve the Claim if, in the Engineer's sole discretion, it would be inappropriate for the Engineer to do so. For purposes of further resolution of the Claim, such notice shall be deemed a denial. D. In the event that Engineer does not take action on a Claim within said 30 days,the Claim shall be deemed denied. E. Engineer's written action under Paragraph 10.05.0 or denial pursuant to Paragraphs 10.05.C.3 or 10.05,D will be final and binding upon Owner and Contractor, unless Owner or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. F. No Claim for an adjustment in Contract Price or Contract Times will be valid if not submitted in accordance with this Paragraph 10.05, ARTICLE 11 —COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK 11.01 Cost oaf the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.13, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work or because of the event giving rise to the Claim. Except as otherwise may be agreed to in writing by Owner, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall not include any of the costs itemized in Paragraph I LO 1.13, and shall include only the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by Owner and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time>on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include, but not be limited to, salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of regular working hours, on Saturday, Sunday, or legal holidays, shall be included in the above to the extent authorized by Owner. 2. Cost of all materials and equipment famished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. All cash discounts shall accrue to Contractor unless Owner deposits funds with Contractor with which to make payments, in which case the cash discounts shall accrue to Standard General Conditions of the Construction Contract—00700—Page 51 of 73 00700,doc Revised April 2011 written consent and approval of Owner. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. & The cost of utilities, fuel, and sanitary facilities at the Site. h. Minor, expenses such as telegrams, long distance telephone calls, telephone service at the Site, express and courier services, and similar petty cash items in connection with the Work. i. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.0 I.A.I or specifically covered by Paragraph 11.00.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied,and making good any damage to property. 5. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in Paragraphs 11.0 I.A. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.0. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs ILOLA and 11,01B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to Engineer an itemized cost break-down together with supporting data, Standard General Conditions of the Construction Contract—00700—Page 53 of 73 007011,1oc Revised April 2011 1. the quanti1y of a particular item of Unit Price.Work..performed by Contractor differs by more than 25 percent from the estimated quanti1y of such item indicated in the AgLeement- and 2, the total cost of the particular individual item of Unit Price Work- amounts to 10 percent or more of the Contract Price which is the total sum of all schedules if M); and 3. Contractor believes that Contractor is entitled to an increase in Contract Price as a result of having incurred additional expense or Owner believes that Owner is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. ARTICLE 12—CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TINTES 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. Any Claim for an adjustment in the Contract Price: shall be based on written notice submitted by the party making the Claim to the Engineer and the other party to the Contract in accordance with the provisions of Paragraph 10.05: B. The value of any Work covered by a Change Order or of any Claim for an adjustment in the Contract Price will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2); or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under Paragraph 12.01,13,2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit(determined as provided in Paragraph 12.0 L Q. C. Contractor's Fee: The Contractor's fee for overhead and profit shall be determined as follows 1. a mutually acceptable fixed fee; or 2. if'a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.0 LA.I and I L0 LA-2, the Contractor's fee shall be 15 percent; b. for costs incurred under Paragraph 11.0 LA,3, the Contractor's fee shall be five percent; c. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.00.C.2.a and 12.01.C.2.b is Standard General Conditions of the Construction Contract—00700—Page 55 of 73 00700,doc Revised April 2011 C. If Contractor is delayed in the performance or progress of the Work by fire, flood, epidemic, abnormal weather conditions, acts of God, acts or failures to act of utility owners not under the control of Owner, or other causes not the fault of and beyond control of Owner and Contractor, then Contractor shall be entitled to an equitable adjustment in Contract Times, if such adjustment is essential to Contractor's ability to complete the Work within the Contract Times. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph 12.03.0. D. Owner, Engineer, and their officers, directors,members, partners, employees, agents, consultants, or subcontractors shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. E. Contractor shall not be entitled to an adjustment in Contract Price or Contract Times for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. F. Should the Contractor request a-construction shutdown due to the reasons listed in paragraph 12.03.A and should a shutdown be Approved by the Engineer and Owner, all work on the project shall cease. The Engineer will not be available for work inspection during such shutdowns and M work completed —by the Contractor during such shutdown will not be accepted by the Engineer or Owner. ARTICLE 13—TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice ofDefe,cts A. Prompt notice of all defective Work of which Owner or Engineer has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work A. Owner, Engineer, their consultants and other representatives and personnel of Owner, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable, 13.03 Tests and Inspections A. Contractor shall give Engineer timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. Standard General Condltions of the Construcfion Contract—00700—Page 57 of 73 00700.doc Revised April 2011 D. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Times, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. If the parties are unable to agree as to the amount or extent thereof, Contractor may make a Claim therefor as provided in Paragraph 10.05. 13.05 Owner May Stop the Work A.' If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, Owner may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of Owner to stop the Work shall not give rise to any duty on the part of Owner to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work, whether or not fabricated, installed, or completed, or, if the Work has been rejected by Engineer, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise H' npair Owner's special warranty and guarantee, if any, on said Work, 13,07 Correction Period A. If within one year after the date of Substantial Completion (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents) or by any specific provision of the Contract Documents, any Work, is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by Owner or permitted by Laws and Regulations as contemplated in Paragraph 6.1 LA is found to be defective, Contractor shall promptly, without cost to Owner and in accordance with Owner's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by Owner, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom, Standard General Conditions of the Construction Contract—00700—Page 59 of 73 00700.doc Revised April 2011 Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, take possession of Contractor's tools, appliances, construction equipment and machinery at the Site, and incorporate in the Work all materials and equipment stored at the Site or for which Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Owner's representatives, agents and employees, Owner's other contractors, and Engineer and Engineer's consultants access to the Site to enable Owner to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred or sustained by Owner in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and. Owner shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount of the adjustment, Owner may make a Claim therefor as provided in Paragraph 10.,05. Such claims, costs, losses and damages will include but not be limited to all costs of repair, or replacement of work of others destroyed or damaged by correction, removal, or replacement of Contractor's defective Work. D. Contractor shall not be allowed an extension of the Contract Times because of any delay in the performance of the Work attributable to the exercise by Owner of Owner's rights and remedies under this Paragraph 13.09. ARTICLE 14—PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values A. 'The Schedule of Values established as provided in Paragraph 2.07.A will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to Engineer. Progress payments on account of Unit Price Work- will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. At least 20 days before the date established in the Agreement for each progress payment (but not more often than once a month), Contractor shall submit to Engineer for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that Owner has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance Or other arrangements to protect J Owner's interest therein,all of which must be,satisfactory to Owner. 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 Standard General Conditions of the Construction Contract—00700—Page 61 of 73 00700,doc Revised April 2011 B. Review of Applications: I. Engineer will, within 10 days after receipt of each Application for Payment, either indicate in writing a recommendation of payment and present the Application to Owner or return the Application to Contractor indicating in writing Engineer's reasons for refusing to recommend payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. Engineer's recommendation of any payment requested in an Application for Payment will constitute a representation by Engineer to Owner, based on Engineer's observations of the executed Work as an experienced and qualified design professional, and on Engineer's review of the Application for Payment and the accompanying data and schedules, that to the best of Engineer's knowledge, information and belief a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Unit Price Work under Paragraph 9.07, and any other qualifications stated in the recommendation); and c. the conditions precedent to Contractor's being entitled to such payment appear to have been fulfilled in so far as it is Engineer's responsibility to observe the Work. 3. By recommending any such payment Engineer will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to Engineer in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by Owner or entitle Owner to withhold payment to Contractor. 4. Neither Engineer's review of Contractor's Work for the purposes of recommending payments nor Engineer's recommendation of any payment, including final payment, will impose responsibility on Engineer: a. to supervise, direct, or control the Work,or b. for the means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or c. for Contractor's failure to comply with Laws and Regulations applicable to Contractor's performance of the Work, or Standard General ConcIftions of the Construction Contract—00700—Page 63 of 73 00700.doc Revised April 2011 such action and promptly pay Contractor any amount remaining after deduction of the amount so withheld. Owner shall promptl y pay Contractor the amount so withheld, or any adjustment thereto agreed to by Owner and Contractor, when Contractor remedies the reasons for such action. 3. Upon a subsequent determination that Owner's refusal of payment was not justified, the amount wrongfully withheld shall be treated as an amount due as determined by Paragraph 14.02.0.1 and subject to interest as provided in the Agreement. 14.03 Contractor's Warranty of Title A. Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to Owner no later than the time of payment free and clear of all Liens. B. Neither recommendation of M progress pgyment by Enpineer,...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 5p roe M insurance on all Work, materials and equipment whether incorporated in the project.or.not and whether included in an qpplication for Pqmpiit...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 these General Conditions and the SmpplementM Conditions. All insurance shall remain in effect as provided in Article 5. 14.04 Substantial Completion A. When Contractor considers the entire Work ready for its intended use Contractor shall notify Owner and Engineer in writing that the entire Work is substantially complete (except for items specifically listed by Contractor as incomplete) and request that Engineer issue a certificate of Substantial Completion. B, Promptly after Contractor's notification, Owner, Contractor, and Engineer shall make an inspection of the Work to detennine the status of completion. If Engineer does not consider the Work substantially complete, Engineer will notify Contractor in writing giving the reasons therefor. C. If Engineer considers the Work substantially complete,Engineer will deliver to Owner a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before final payment. Owner shall have seven days after receipt of the tentative certificate during which to make written objection to Engineer as to any provisions of the certificate or attached list. If, after considering such objections, Engineer concludes that the Work is not substantially complete, Engineer will, within 14 days after submission of the tentative certificate to Owner, notify Contractor in writing, stating the reasons therefor. If, after consideration of Owner's objections, Engineer considers the Work substantially complete, Engineer will, within said 14 days, execute and deliver to Owner and Contractor a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such Standard General Conditions of the Construction Contract—00700—Page 65 of 73 00700.doc Revised AprH 2011 identified in the Contract Documents will be in accordance with conditions agreed to prior to such use, and M 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 Article 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 responsibilfty for and operation of all facilities occupied or used except as ma y arise throug li 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 dela yed through no fault of the Contractor the Owner shall, without terminating the Agreement, make p,qyment of the balance due for the portion of the work fully completed and accepted. 14.06 Fina,l Inspection A. Upon written notice from Contractor that the entire Work or an agreed portion thereof is complete, Engineer will promptly make a final inspection with Owner and Contractor and will notify Contractor in writing of all particulars in which this inspection reveals that the Work, is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B, After Contractor has remedied all deficiencies to the satisfaction of the Owner and Engineer and delivered all construction records maintenance and operating instructions, schedules, guarantees, bonds, certificates of inspection, and other documents. Lail. as rNuired, by the Documents), Owner and Contractor shall be promptly notified in writing by Engineer that the work is acceptable, 14.07 Final Payment A. application for Payment: 1. After Contractor has, in the opinion of Engineer, satisfactorily completed all corrections identified during the final inspection and has delivered, in accordance with the Contract Documents, all maintenance and operating= instructions, schedules, guarantees, bonds, certificates or other evidence of insurance, certificates of inspection, marked-up record documents (as provided in Paragraph 6.12), and other documents, Contractor may make application for final payment following the procedure for progress payments. 2. The final Application for Payment shall be accompanied(except as previously delivered)by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.04.13.6; b. consent of the surety, if any,to final payment; c. a list of all Claims against Owner that Contractor believes are unsettled; and Standard General Conditions of the Construction Contract—00700—Page 67 of 73 00700.doc Revised April 2011 14.09 Waiver of Claims A. The making and acceptance of final payment will constitute: 1. a waiver of all Claims by Owner against Contractor, except Claims arising from unsettled Liens, from defective Work appearing after final inspection pursuant to Paragraph 14.06, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from Contractor's continuing obligations under the Contract Documents. and 2. a waiver of all Claims by Contractor against Owner other than those previously made in accordance with the requirements herein and expressly acknowledged by Owner in writing as still unsettled. ARTICLE 15—SUSPENSION OF WORK AND TERMINATION 15.01 Owner May Suspend Work A. At any time and without cause, Owner may suspend the Work or any portion thereof fora period of not more than 90 consecutive days by notice in writing to Contractor and Engineer which will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be granted an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if Contractor makes a Claim therefor as provided in Paragraph 10.05. 15.02 Owner May Terminate for Cause A. If the Contractor fails to complete the work- required by the Contract Documents, or qpon.q41-,- occurrence of any one or more of the following events, will jusfi6, ten:nkiatia the Owner may terminate the Agreement relating to the whole Work or any portion thereof for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the Progress Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of Engineer; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents. B, If one or more of the events identified in Paragraph 15.02.A occur, Owner may, after giving Contractor (and surety) seven days written notice of its intent to terminate the services of Contractor: 1. exclude Contractor from the Site, and take possession of the Work and of all Contractor's tools, appliances, construction equipment, and machinery at the Site, and use the same to the Standard General Conditions of the Construction Contract—00700—Page 69 of 73 00700.doc Revised Apr]2411 3. all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred in settlement of terminated contracts with Subcontractors, Suppliers, and others; and 4. reasonable expenses directly attributable to termination. B. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. 15.04 Contractor May Stop Work or Terminate A. If, through no act or fault of Contractor, (i) the Work is suspended for more than 90 consecutive days by Owner or under an order of court or other public authority, or (ii) Engineer fails to act on any Application for Payment within 30 days after it is submitted, or (iii) Owner fails for 30 days to pay Contractor any sum finally determined to be due, then Contractor may, upon seven days written notice to Owner and Engineer, and provided Owner or Engineer do not remedy such suspension or failure within that time, terminate the Contract and recover from Owner payment on the same terms as provided in Paragraph 15.03. B. In lieu of terminating the Contract and without prejudice to any other right or remedy, if Engineer has failed to act on an Application for Payment within 30 days after it is submitted, or Owner has failed for 30 days to pay Contractor any sum finally determined to be due, Contractor may, seven days after written notice to Owner and Engineer, stop the Work until payment is made of all such amounts due Contractor, including interest thereon. The provisions of this Paragraph 15.04 are not intended to preclude Contractor from making a Claim under Paragraph 10.05 for an adjustment in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to Contractor's stopping the Work as permitted by this Paragraph. ARTICLE 16—DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either, Owner or Contractor may request mediation of any Claim submitted to Engineer for a decision under Paragraph 10.05 before such decision becomes final and binding. The mediation will be governed by the Construction Industry Mediation Rules of the American Arbitration Association in effect as of the Effective Date of the Agreement. The request for mediation shall be submitted in writing to the American Arbitration Association and the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.05.E. B. Owner and Contractor shall participate in the mediation process in good faith. The process shall be concluded within 60 days of filing of the request. The date of termination of the mediation shall be determined by application of the mediation rules referenced above. C. If the Claim is not resolved by mediation, Engineer's action under Paragraph 10.05.0 or a denial pursuant to Paragraphs 10.05.0.3 or 10.05.1) shall become final and binding 30 days after termination of the mediation unless, within that time period, Owner or Contractor: Standard General Conditions of the Construction Contract—00700—Page 71 of 73 00700,doc Revised Apdl 201 1 Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. -oll,ing Law 17.05 Conh A. 'This Contract is to be governed by the law of the state in which the Project is located. 17.06 Headings A. Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. Standard General Conditions of the Construction contract—00700—Page 73 of 73 00700.doc Revised April 2011 SECTION 00810 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS These Supplementary Conditions to the General Conditions amend or supplement the Standard General Conditions of the Construction Contract, EJCDC C-700 (2007 Edition) All provisions which are not so amended or supplemented remain in full force and effect. The terms used in these Supplementary Conditions have the meanings stated in the General Conditions. Additional terms used in these Supplementary Conditions have the meanings indicated below, which are applicable to both the singular and plural thereof. The address system used in these Supplementary Conditions is the same as the address system used in the General Conditions, with the prefix "SC" added thereto. Index of Supplementary Conditions to the General Conditions Article or Paragraph No. Title or Subject Matter SC-1.01.A.20 Engineer's Consultants SC-2.01 Delivery of Bonds and Evidence of Insurance SC-2.07 Initial Acceptance of Schedules SC-3.03.13 Resolving Discrepancies SC-4.02 Subsurface and Physical Conditions - Technical Data SC-4.04 Underground Facilities SC-4.05 Reference Points SC-4.06 Hazardous Environmental Condition at Site - "Technical Data" SC-5.02 Licensed Sureties and Insurers SC-5,04 Contractor's Liability Insurance SC-5.06 Property Insurance - Purchased by Contractor SC-6.02 Labor; Working Hours SC-6.03 Services, Materials, and Equipment SC-6.05 Substitute and "Or Equal"' Items SC-6.06 Concerning Subcontractors, Suppliers and Others SC-6.08 Special Fuel User's Permit SC-6.09 Laws and Regulations SC-6.13 Safety and Protection SC-6.17 Shop Drawings and Samples SC-7.02 Coordination SC-7.04 Claims Between Contractors SC-9.03 Project Representative 5C-11.01,A,5.c Equipment Rental Rates - Use of Blue Book SC-1 3.03 Tests and Inspections SC-14.02,8 Progress Payments- Whole or Partial Payment Refused by Engineer SC-14.02.0 Progress Payments — Payment Becomes Due SC-14.02.0 Progress Payments - Full Payment Refusal by Owner J Supplementary Conditions - 00810- Page 1 of 18 0081 0-doc Revised December,2111 Conditions which is to read-, C. In the event that any provision of the Contract Documents conflicts with another provision of the Contract Documents, the provision in the Contract Documents first listed below shall generally govern except as otherwise specifically stated: 1 Standard Form of Agreement 2. Performance and Payment Bond 3. Addenda to Contract Documents 4. Legal and Procedural Documents: a. Proposal b. Proposal Guaranty C. Instructions to Bidders d. Invitation to Bid 5. Special Provisions 6. Drawings 7. Detailed Specifications Requirements (Technical Specifications) 8, Supplementary Conditions 9. General Conditions SC-4.02 SUBSURFACE AND PHYSICAL CONDITIONS - TECHNICAL DATA Delete Paragraph 4,02.A and 4.02.B in the General Conditions in their entirety and insert the following: A. In the preparation of the Drawings and Specifications, the Engineer or Engineer's Consultants have relied upon no reports of explorations and tests of subsurface conditions at the site. SC-4.0 4 UNDERGROUND FACILITIES Add the following new paragraph immediately after paragraph 4.04.A.2 of the General Conditions: 1 In accordance with MCA 69-4-503, the Contractor shall, before beginning any excavation, notify through a one-call notification center, all owners of underground facilities and coordinate the Work with the owners of such underground facilities. Locators shall provide the locates and mark the locations within 2 business days or respond immediately if the excavator notifies, the one-call notification center that an emergency exists. 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-4.05 REFERENCE POINTS Add the following paragraphs immediately after paragraph 4.05,A of the General Supplementary Conditions -00810 - Page 3 of 18 0081 0-doc Revised December, 2011 subcontractors of each and any of all such additional insureds from claims for bodily injury (including sickness, disease and mental anguish), death, and property damage which may arise from operations and completed operations under this Agreement. Contractor shall not commence work under this Agreement until such insurance has been obtained and certificates of insurance, with binders, or certified 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 paragraph immediately after paragraph 5.04.13 of the General Conditions: C. The limits of liability for the insurance required by paragraph 5.04 of the General Conditions shall provide coverages for not less than the following amounts or greater where required by Law or Regulations: 1. Workers' Compensation and Related Coverages under Paragraphs 5.04.A.1 and 5.04,A.2 of the General Conditions: a. State Statutory b. Applicable Federal (e.g. Longshoremens) Statutory C. Employer's Liability $1,000,000.00 2. General Liability: Contractor's General Liability Insurance under paragraphs 5.04.A.3 through 5.04.A.6 of the General Conditions, which shall include a Commercial General Liability insurance policy based on Insurance Services Office (ISO) Form CG 010 01 12 07 or its equivalent. The coverage shall be based on an occurrence form and shall include, but not be limited to , coverage for Premises/Operations, Prod ucts/Completed Operations, Personal and Advertising Injury, Subcontractors, and Liability assumed under an insured contract. There shall be no endorsement or modification of the Commercial General Liability policy form that modifies the standard general liability policy arising from, pollution, explosion, collapse, underground property damage, subsidence, or work performed by subcontractors. The General! Aggregate Limit shall apply separately to each of the Contractor's projects per Form CG 2501, CG 2503, or equivalent,. a. GENERAL AGGREGATE $5,000,000.010 Supplementary Conditions -00810 -Page 5 of IS 0081 O.doc Revised December,2011 a. General Aggregate 15,000,000.00 b. Each Occurrence $ 5,000,000.00 (Bodily Injury and Property Damage) 51. OWNERS and CONTRACTORS Protective Policy Purchased By CONTRACTOR: In addition to the insurance required to be provided by Contractor under paragraph 5.04.A.1 through 5,04.A,6 inclusive, Contractor shall purchase and maintain a separate Owners and Contractors Protective Policy (OCP) to protect Owner against claims which may arise from operations under the Contract Documents, with limits of liability as specified below. This liability insurance shall include as additional insureds the Engineer and the Engineer's Consultants, and include coverage for the respective directors, officers, partners, employees, agents and other consultants and subcontractors of all such additional insureds. a. General Aggregate $4,000,000.00 b. Each Occurrence 2,000,000.00 (Bodily Injury and Property Damage) The OCP policy shall remain in effect until completion of the project and final payment is made to the Contractor and all times thereafter when the Contractor may be correcting, removing, or replacing defective Work in accordance with Paragraph 13.07 of the General Conditions, The insurance policy will contain a provision or endorsement that the coverage afforded will not be cancelled, materially changed or renewal refused until at least forty-five (45) days prior written notice has been given, to Owner and to each other additional insured (and the certificates of insurance furnished to Owner and each other additional insured will so provide), 6. Additional Insureds: a. With respect to insurance required by paragraphs 5.04.A.3 through 5.04.A.6, inclusive, include the following as additional insureds. Use the following Additional Insured Endorsements: ENTITY FFORM Owner— City of Bozeman use Additional Insured Endorsements CG2010 and CG2037 Additional insured must include On-going Operations as well as Completed Operations. Engineer - Morrison Maierle, Inc use Additional Insured Endorsement CG2032 Supplementary Conditions-00810 - Page 7 of 18 1 0081 O.doc Revised December,2011 SC-6.03 SERVICES, MATERIALS, AND EQUIPMENT Add the following paragraphs immediately after paragraph 6.03.0 of the General Conditions which are to read as follows: D. To ensure standardization and uniformity in all parts of the work under this Contract, like items, of equipment shall be the products of one manufacturer. Like items of certain materials, shall be the products of one manufacturer. E. Uniformity in like equipment items is required in order to provide the Owner with interchangeability capabilities, simplified spare parts inventory, and standardized maintenance programs and manufacturer's services. F Uniformity in certain like material items is required in order to provide the Owner with a simplified spare materials inventory, continuity in patterns, color, and texture; and a standardized procedure for maintenance care and manufacturer's services. G. Visible architectural items such as exterior finishes, floor and wall covering, ceiling materials, doors, windows, cabinetwork, paint, and miscellaneous appurtenances, when specified alike shall be standardized,. H. Generally, material items exempt from standardization include structural steel, reinforcing steel, building insulation, roofing materials, sheet metal, materials specified only by reference to a recognized standard, and items hidden from view where interchangeability, color, and texture is not a significant factor for standardization. I. The Contractor shall inform his suppliers and subcontractors of these requirements, and shall provide the necessary coordination to accomplish the standardization specified. SC-6.06 CONCERNING SUBCONTRACTORS, SUPPLIERS AND OTHERS The following provisions supplement paragraphs 6.06.A and 6.06.13 of the General Conditions and paragraph 12.01 of the Instructions to Bidders: A. The Contractor shall not sublet any part of the work embraced within this contract without the consent of the Owner, and the Owner reserves the right to withdraw at any time from any subcontractor whose work has proven unsatisfactory, the right to be engaged in or employed upon any part of the work. B. In accordance with Instruction to Bidders, paragraph 12.01, all Bidders shall submit a list of all Subcontractors, Suppliers, or other persons or organizations (incl�uding, those who are to furnish the principal items of materials and equipment) with their bid to the Owner. An experience statement with pertinent information as to similar projects and other evidence of qualification for each named Subcontractor, Supplier and other persons or organizations shall be furnished. Acceptance and substitution of proposed Subcontractors:, Suppliers, or other persons or organization prior to Notice of Award is governed by Instructions to Bidders paragraph 12,01. The Contractor may not Suppiernentary Conditions - 00810 - Page 9 of 18 00810.doc Revised December, 2011 the Work in general shall be with Engineer and Contractor. RPR's dealings with Subcontractors shall be through or with the full knowledge and approval of Contractor, The RPR shall: 1 Schedules: Review the progress schedule, schedule of Shop Drawing and Sample submittals, and schedule of values prepared by Contractor and consult with Engineer concerning acceptability. 2. Conferences and Meetings. Attend meetings with Contractor, such as preconstruction conferences, progress meetings, job conferences and other project-related meetings, and prepare and circulate copies of minutes thereof. 3. Liaison: a. Serve as Engineer's liaison with Contractor, working principally through Contractor's authorized representative, assist in providing information regarding the intent of the Contract Documents. b. Assist Engineer in serving as Owner's liaison with Contractor when Contractor's operations affect Owner's on-Site operations. C. Assist in obtaining from Owner additional details or information, when required for proper execution of the Work. 4. Interpretation of Contract Documents: Report to Engineer when clarifications and interpretations of the Contract Documents are needed and transmit to Contractor clarifications and interpretations as issued by Engineer. 5. Shop Drawings and Samples: a. Record date of receipt of Samples and approved Shop Drawings. b. Receive Samples which are furnished at the Site by Contractor, and notify Engineer of availability of Samples for examination, 6. Modifications. Consider and evaluate Contractor's suggestions for modifications in Drawings or Specifications and report such suggestions, together with RPR's recommendations, to Engineer. Transmit to Contractor in writing decisions as issued by Engineer. 7, Review of Work and Rejection of Defective Work: a. Conduct on-Site observations of Contractor's work in progress to assist Engineer in determining if the Work is in general proceeding in accordance with the Contract Documents. b. Report to Engineer whenever RPR believes that any part of Contractor's work in progress will not produce a completed Project that Supplementary Conditions - 00810 - Page 11 of 18 00810.doc Revised December, 2011 assembled and furnished by Contractor are applicable to the items actually installed and in accordance with the Contract Documents, and have these documents delivered to Engineer for review and forwarding to Owner prior to payment for that part of the Work. 13. Completion: a. Participate in a Substantial Completion inspection, assist in the determination of Substantial Completion and the preparation of lists of items to be completed or corrected, b. Participate in a final inspection in the company of Engineer, Owner, and Contractor and prepare a final list of items to be completed and deficiencies to be remedied. C. Observe whether all items on the final list have been completed or corrected and make recommendations to Engineer concerning acceptance and issuance of the Notice of Acceptability of the Work. C. The RPR shall not.- 1. Authorize any deviation from the Contract Documents or substitution of materials or equipment (including "or-equal" items), 2. Exceed lim,itations of Engineer's authority as set forth in the Contract Documents. 3. Undertake any of the responsibilities of Contractor, Subcontractors, Suppliers, or Contractor's superintendent. 4. Advise on, issue directions relative to, or assume control over any aspect of the means, methods, techniques, sequences or procedures of Contractor's work unless such advice or directions are specifically required by the Contract Documents. 5. Advise on, issue directions regarding, or assume control over safety practices, precautions, and programs in connection with the activities or operations of Owner or Contractor. 6. Participate in specialized field or laboratory tests or inspections conducted off-site by others except as specifically authorized by Engineer. 7. Accept Shop Drawing or Sample submittals from anyone other than Contractor. 8. Authorize Owner to occupy the Project in whole or in part. SC-111.01.A.5.c. EQUIPMENT RENTAL RATES - USE OF BLUE BOOK Delete paragraph 1 1.01.A.5.c. of the General Conditions in its entirety and insert the Supplementary Conditions -X10810- Page 13 of 18 00810.doc Revused December, 2011 SC-13.07 CORRECTION PERIOD If work is accepted by the Owner, then the Correction Period shall be two (2) years from the date of acceptance. If work is NOT accepted by the Owner, then the Correction Period shall be two (2) years from the date the corrected work receives acceptance from the Owner. SC-14.02.13 PROGRESS PAYMENTS —WHOLE OR PARTIAL PAYMENT REFUSAL BY ENGINEER Add the following paragraph 14.02.13.6 to the General Conditions: 6. Engineer may also refuse to recommend the whole or any part of any payment if, in Engineer's opinion, there exists: a. Unsatisfactory progress of the Work; b. Failure to remedy defective Work or materials; C. Disputed Work or materials; d. Failure to comply with material provisions of the Contract Documents; e. Failure of the Contractor to make timely payment upon request, including but not limited to payment for labor, equipment, materials, subcontracts, taxes, fees, professional services, rent, and royalties; f. Damage to the Owner; or g. The existence of reasonable evidence that the Work cannot be completed far the unpaid balance of the Contract Price. SCA 4.02.0 PROGRESS PAYMENTS — 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 within twenty-one (21) days after Contractor has submitted the application. Within fourteen (14) days after approving all or part of the application, the Owner will pay for the work approved (subject to the provisions of Paragraph 14.02,D of the General Conditions). SC-14.02.13 PROGRESS PAYMENTS - FULL PAYMENT REFUSAL BY OWNER Add the following paragraph 14.02.D.I.e to the General Conditions: e. there exists: Supplementary Conditions - 00810- Page 15 of 18 0081 O.doc Revised December, 2011 SC-14.07.8 FINAL PAYMENT - REFUSAL BY ENGINEER Add the following to the end of Paragraph 14,07.13.1 of the General Conditions: Engineer may refuse to recommend final payment if, in Engineer's opinion, there exists: a. Unsatisfactory progress of the Work; b, Failure to remedy defective Work or materials; c. Disputed Work or materials; e. Failure of the Contractor to make timely payment upon request, including but not limited to payment for labor, equipment, materials, subcontracts, taxes, fees, professional services, rent, and royalties; f. Damage to the Owner; or 9- The existence of reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Price. SC-144,07.0 FINAL PAYMENT - PAYMENT BECOMES DUE Delete Paragraph 14.07.0.1 of the General Conditions in its entirety and replace it with the following: 1. Thirty,QQ) days after the Engineer actually receives the final Application for Payment and accompanying documentation, the amount recommended by Engineer (subject to the provisions of Paragraphs 14.02A, 14.02.0 and 14.07.13 of these General Conditions), will become due, and when due will be paid by Owner to Contractor within twenty-one 12.11 days. SC-16.02 DISPUTE RESOLUTION - MEDIATION Replace Section 16.01 of the General Conditions with the following: 16.01 Methods and Procedures A. Either Owner or Contractor may request mediation of any Claim submitted to Engineer for a decision under Paragraph 10.05 before such decision becomes final and binding. Notice of the demand for mediation will be filed in writing with the other party to the Agreement and a copy will be sent to Engineer for information. Once the other party receives the request for mediation they must notify the requestor if they desire to participate in mediation. If both parties agree to participate in mediation the parties shall establish mutually agreeable rules to abide by during the mediation process. Owner or Contractor may exercise such rights or remedies as either may otherwise have under the Contract Documents or Laws or Regulations in respect of any dispute that is not agreed upon during mediation. U. Except as provided in paragraph SC-16.02.0. below, no mediation arising out of or relating to the Contract Documents shall include by consolidation, joiner, or in Suppiementary Conditions -010810 - Page 17 of 18 00810.doc Revised December,2011 BIDDING REQUIREMENTS, CONTRACT FORMS, SECTION 00910 AND CONDITIONS OF THE CONTRACT SPECIAL PROVISIONS PART GENERAL 1.01 DESCRIPTION A. The following Special Provisions are hereby made a part of this contract and shall supplement andlor supersede any articles of these specifications in conflict therewith, B. Any subsequent addenda issued after these specifications have been prepared shall supplement and/or supersede any articles of these specifications. 1 .02 STANDARD SPECIFICATIONS A. The following Montana Department of Transportation publications are hereby made a part of this contract and are available for review at the Office of Morrison-Maierle, Inc. 2880 Technology Blvd W, Bozeman, MT 59718. 1. Book entitled "Standard Specifications for Road and Bridge Construction 2006 Edition." (Montana Dept. of Transportation) 2. Current revision of "Supplemental Specifications To Montana Standard Specifications for Road and Bridge Construction." (Montana Dept, of Transportation) 3. Drawings entitled "Detailed Drawings Supplement To 2005 English Edition, Effective: May 2009" Supplemental to the Specifications for Road and Bridge Construction (Montana Dept. of Transportation) B. It is the intent of these Contract Documents to use The Montana Public Works Standard Specifications, Sixth Edition April 2010, hereinafter referred to as the MPW Standard Specifications (MPWSS) and the City of Bozeman Standard Modifications, hereinafter referred to as the Standard Modifications, are hereby incorporated by reference and are as much a part of these Contract Documents as if bound herein. It is the intent for MPWSS to control the progress of work and procedural elements associated with the work including, but not limited to, Contract Change Orders, Progress Payments, Authority of the Engineer, Contract Times, etc. The Contract Documents Incorporate by reference the Standard Specifications for Road and Bridge Construction, 2006 Edition for the purpose of specifying the technical prosecution of the work, and as a means of measurement and basis of payment for bid items, unless otherwise noted herein. 00910 - Page I of 4 NA041710630esign DOCSlSpecs100910.dcc 7/30/12 BIDDING REQUIREMENTS, CONTRACT FORMS, SECTION 00910 AND CONDITIONS OF THE CONTRACT SPECIAL PROVISIONS Contact-, Bozeman Area Maintenance Chief Kyle DeMars 556-4704 1.07 COORDINATION WITH OTHER CONTRACTORS The Contractor's work an this project shall be coordinated with the work of Subcontractors and other Contractors, inclusive of private and public utility agencies or their authorized agents, in the area to assure orderly completion of the work and to maintain safe conditions with reasonable traffic flow. The costs resulting from such coordination shall be considered incidental to construction and shall be included in the price bid for related items of work. 1 .08 USE OF WATER A. Contractor shall not use property owner's, water or hoses without property owner's written permission. 1.09 WARRANTY Prior to expiration of the two-year correction period, the Engineer will inspect the project to determine whether corrective work is required. The Engineer will notify the Contractor in writing if corrective work is required and Contractor shall, within ten (10) days of receipt of notification or such longer time as may be set forth in the notice, commence correction of the defective work without cost to Owner, 1.10 SUPERVISION Contractor shall keep a competent project superintendent on the work site at all times during its progress, who shall not be replaced without written notice, except under extraordinary circumstances. The project superintendent shall supervise and direct the work competently and efficiently, devoting such attention thereto and applying such skills ands expertise as may be necessary to perform the Work in accordance with the Contract Documents, 1.11 LABOR Contractor shall provide competent, suitably qualified personnel to survey, lay out, and construct the Work as required by the Contract Documents. Contractor shall, at all times, maintain good discipline and order at the site. 1.12 MAINTENANCE DURING CONSTRUCTION A. The Contractor shall otherwise maintain the work during construction and until the work is accepted. This maintenance shall constitute continuous 00910 - Page 3 of 4 N)041710630esign DocslSperM00910,doc 7/30/12 BIDDING REQUIREMENTS, CONTRACT FORMS, SECTION 00915 AND CONDITIONS OF THE CONTRACT ELECTRICAL SPECIAL PROVISIONS DART GENERAL 1,01 DESCRIPTION OF WORK The electrical work for this project is comprised of updated street lighting in addition to extension or replacement of luminaires upon existing signal standards. Electrical service improvements involve modification to two existing services. Street lighting improvements include installation of 52 new decorative luminaire assemblies on North 7th Avenue, including luminaire extension replacements for two (2) existing signal standards, and extension assemblies added to two (2) existing signal standards. Street lighting standards and luminaires are to be a specific decorative type with a medium blue powder coated finish as specified in Section D and the plans. In addition to luminaire/extensions, modification to existing traffic signal standards include Zinc-Rich paint applied to match proposed adjacent luminaire standards. 1.02 EQUIPMENT LIST AND DRAWINGS All submittals will be carried out by the contractor in accordance with Section 617.03 of the Standard Specifications. However, should the contractor not make the required document submittals, no extension of contract time due to delay in receiving the necessary electrical material will be considered or allowed for performing electrical work, 1,03 GENERAL Provide coordination between the Contractor, the Engineer, and affected utility companies about the work prior to commencement of work. 1.04 DESCRIPTION OF MATERIALS AND INSTALLATION Materials and installation are to conform to Section 616, 617, 703 of the Montana Department of Transportation Standard Specifications for Road and Bridge Construction — 2006 Edition. Additional specifications, or modifications to the Standard Specifications, are as follows.- A. Conduit— Plastic. Install plastic conduit as shown on the plans without rigid steel terminations, at pull boxes and foundations. Open cutting across the existing roadway will not be allowed. B. Pull Box — Concrete Type 1, 2, and 3. When installing pull boxes in sidewalk, install so water runs away from the pull box lip. When installing pull boxes in open ground, encase pull box in a class D concrete pad extending 12 inches horizontally away from the pull box in all directions 00915 - Page 1 of 15 NA04171063\Design Docs\Specs100915-mod.dcc MCA 2 BIDDING REQUIREMENTS, CONTRACT FORMS, SECTION 00915 AND CONDITIONS OF THE CONTRACT ELECTRICAL SPECIAL PROVISIONS Radiography or testing may be by Ultrasonic test methods AWS D1.1, Structural Welding Code Ultrasonic Annex K, both of the above test methods to be approved by the Engineer before use. Provide ASNT certifications and procedures before testing, Randomly test 25 percent of all Partial Penetration welds and fillet welds per component using Magnetic particle test methods. AASHTO 1.4.2 Base Connection Welds. Randomly inspect 25% of all' base connection welds and all fillet welds using Magnetic Particle (MT) specified in AWS D 1.1, Structural Welding Code (Section 6). 1 Description. Use Phillips Lumec Round Steel Bottleneck Pole #SSM8V-26-BAS30(2) with breakaway components or approved equal luminaire pole. Use Lumec BM-IA-BKTX bracket arm or approved equal. Apply 4 mil thick coating of polyester powder coat finish to all exposed metal components in accordance with ASTM- B1 17-73 standards. All exposed fasteners will be of stainless steel. Accessory options include: single plant hanger arm w/support, CPI receptacle w1in-use cover. 2. Construction Requirements. The decorative poles and bracket arms must meet the style and shape as specified to coincide with acquired stakeholder consensus. Provide concrete foundations per plan and specifications. Do not install foundations prior to pole submittal drawing approval by Engineer for color and style. D. Decorative Luminaire Assembly. Use Lumec DMS55-250HPS-SG3-246-SMD-PH8 type luminaire or approved equal. Primary voltage is 240 volts with lamps being 250 watt High Pressure Sodium. The decorative luminaire must meet the style and shape as specified. Use ANSVIES, Type III, medium, full-cutoff distribution. Optical chamber must be sealed to prevent dirt and debris from infiltration and the luminaire must provide too] free access to the lamp and ballast. E. Remove and Salvage Existing Lighting Equipment. Remove existing luminaire standards and all remaining appurtenances being replaced. Take care not to damage equipment. Securely attach all 00915 - Page 3 of 15 WW41710630esign Docs4Spec*=91 5-mod.dor 7/30/12 BIDDING REQUIREMENTS, CONTRACT FORMS, SECTION 00915 AND CONDITIONS OF THE CONTRACT ELECTRICAL SPECIAL PROVISIONS a request in writing to the Engineer, prior to painting, for DFT deviation to manufacturer's written recommendations. The Contractor is to provide the Engineer with evidence that painters, applicators, and Quality Control personnel have been trained by the paint manufacturer's technical representative on the application of the paint system being applied on the project. Contractor to take adequate precautions to protect pedestrians, vehicles, and property against damages resulting from, and all work incidental to the painting operation, including overs,pray. Deliver the paint to the site in the original containers. Each container not to exceed 20 liters (5 gallons) in capacity. The contents cannot be altered without the written permission of the Engineer. In order to assure proper mixing proportions, package multi-component coatings in separate containers or kits, b) Inspection. It is the Contractor's responsibility to perform Quality Control (QC) inspections of the shop/field painting. At least 30 days prior to starting work, the Contractor is to submit a Quality Control Plan (QCP), to the Engineer, for approval, which outlines their programs, procedures, and. processes for assuring conformance to applicable requirements and specifications. 1) The QCP procedures are to include, at a minimum, but not be limited to, the following measurements at the given minimum frequencies,- Ambient temperature - every 8 hours (or the start of each shift). Dew point and humidity - every 8 hours (or the start of each shift), 00915 - Page 5 of 15 W0417\063\Design D0r_S\SpeCS100915-mod.doc 7130/12 BIDDING REQUIREMENTS, CONTRACT FORMS, SECTION 00915 AND CONDITIONS OF THE CONTRACT ELECTRICAL SPECIAL PROVISIONS Temperature of mixed intermediate coating - when mixing components. Proper mixing and straining - every pot mix. Intermediate induction time - every pot mix. - Intermediate pot life - every pot mix. - Intermediate cure time - in accordance with manufacturer's recommendations. - Proper use of stripe coats - all applicable areas. - Intermediate coat evaluation and repair - in accordance with manufacturer's recommendations. C. Finish Coat Finish coat component batch number - every paint kit. Verification of intermediate coat surface cleanliness - initial and every 4 hour of painting. Temperature of mixed finish coat - when mixing components. Finish, coat mixing and/or straining - every pot mix. Finish coat induction time - every pot mix. Finish coat cure time - in accordance with manufacturer's recommendations. Proper use of stripe coats - all applicable areas. Adhesion - as required by Engineer. Paint system final evaluation, and repair - visual, 100% of each element. 00915 - Page 7 of 15 NA0417=31Design DocskSpecs100915-mod.doc 7/30/12 BIDDING REQUIREMENTS, CONTRACT FORMS, SECTION 00915 AND CONDITIONS OF THE CONTRACT ELECTRICAL SPECIAL PROVISIONS inadequate or excessive coating or other deleterious conditions. C. Do not apply paint to metal surfaces when weather conditions are unsatisfactory for the work or the conditions include an air temperature below 4°C (401F), metal surfaces less than 30C (5°F) above the dew point, air that is misty, or metal surfaces that are damp or frosted. d. Avoid paint application when other work operations, wind, or traffic, causes dust, dirt, or sand, to be carried in the air and onto the prepared or newly painted metal surfaces. Spray painting will not be permitted in areas where rebounding or blowing paint particles would be detrimental to persons, adjacent environment, or property, unless adequate protective shields are provided, or unless it is demonstrated that the work can be performed without undue scattering of wet paint particles. The Engineer will have the authority to suspend spray painting operations whenever it becomes evident that the application is not properly controlled. e. Thoroughly mix paint before removal from containers, and maintain in suspension during application. Thinning of paint is not allowed except as detailed in the manufacturer's current written instructions and then only with written permission of the Engineer. After thorough mixing, strain primer through a 30 - 60 mesh screen or a double layer of cheesecloth. Assure that no un-dispersed agglomerates of zinc remain in the paint after mixing. f. Prior to starting application of a subsequent coat, provide curing time for the previous coat in accordance with the manufacturer's Product Data Sheet (PDS) Any areas that are found to 00915 - Page 9 of 15 W0417T630esign Docz\Specs\00915-mod.doc 7/30112 BIDDING REQUIREMENTS, CONTRACT FORMS, SECTION 00915 AND CONDITIONS OF THE CONTRACT ELECTRICAL SPECIAL PROVISIONS to alleviate the possibility of moisture leaching to the substrate. C, Surfaces that are otherwise inaccessible by spray or brush may be painted by the use of sheepskin or other approved daubers. cl. During application of paint by brushing or daubers, the paint pot is to be equipped with an approved agitator. 3) Spraying. a. While power spraying, apply the paint in a fine, even spray. Paint applied with spray equipment may be brushed out immediately, when necessary, in order to obtain uniform coverage and to eliminate wrinkling, blistering, sags, runs, and air holes. Exercise care to prevent dry spray. In no case is the distance from the spray gun to the point of surface application be more than 600 mm (2 feet). b. The paint pot is to be equipped with an approved agitator during spray painting work. The agitator or stirring rod should reach to within 50 mm (2 inches) of the bottom of the pot and be in motion at all times during paint application. Such motion is to be sufficient to keep the paint well mixed, The air lines are to be equipped with approved water traps or an approved moisture removal system, 4) Measurement of Paint Coats. a. When paint thickness is referred to in this specification the word "thickness" means the "Dry Film Thickness" (DFT). Measure paint thickness and average thickness with a properly calibrated thickness gage in accordance with SSPC-PA 2-Measurement of Dry Coating Thickness with Magnetic Gages. 00915 - Page 11 of 15 NV417063Tesign D0GS4Specs400915-mod.dcc 7130/12 BIDDING REQUIREMENTS, CONTRACT FORMS, SECTION 00915 AND CONDITIONS OF THE CONTRACT ELECTRICAL SPECIAL PROVISIONS less than 3.0 mils for any reading and average not less than 4.0 mils. For excessive thickness readings, final primer thickness will not exceed the paint manufacturer's written recommendations andlor cause any deleterious conditions (i.e., sagging or mud cracking). C. For contact surfaces of bolt splices, the thickness of the prime coat will not exceed the manufacturer's certified thickness for Class B slip co-efficient, 7) Intermediate Coat, a. Apply the prime coat completely "dry-to- topcoat" before application of the intermediate coat. Do not begin application of the intermediate coat until expiration of the minimum drying time for the primer as recommended by the manufacturer. b. All unsealed crevices and cavities between contact surfaces will be filled with primer or caulked with a compatible product recommended by the coating manufacturer. Before applying paint to the caulking compound, allow the caulk to cure in accordance with the manufacturer's recommendations. C. Provide that the color of the epoxy intermediate coat presents a distinct contrast between the organic zinc-rich primer and the polyurethane topcoat, d. The minimum DAFT of the intermediate coat is 3.0 mils, The intermediate paint coat is to be applied to all prime coated surfaces that are exposed in the completed structure. 8) Finish Coats. 00915 - Page 13 of 15 N:\0417\063\Desagn DocsZpecs\00915-mod.doc 7/30112 BIDDING REQUIREMENTS, CONTRACT FORMS, SECTION 00915 AND CONDITIONS OF THE CONTRACT ELECTRICAL SPECIAL PROVISIONS 12) Handling, Storage, and Shipping of Painted Steel. Exercise extreme care in handling the painted steel in the field during transfer, erection, and construction of the components, Painted steel items are not to be moved or handled until the coating is cured in accordance with the manufacturer's data sheet. All coated components or products are to be protected during handling and loading by the use of nylon straps, padded hooks, slings, or other non-metallic lifting devices. The steel is to be protected from binding chains with softeners and edge protection devices. Hooks and slings used to hoist the steel are to be padded. 13) Paint Repair. Submit all paint repair procedures in writing, to the Engineer for approval. G. Luminaire Extensions for Existing Signal Standards. 1 Description. Provide MDT standard luminaire upper shaft extensions (45ft mounting height) with 15ft luminaire arms for 7th Ave/Oak St. as shown in the plans. 2. Construction. Paint extensions in accordance with these specifications and install per plan. 00915 - Page 15 of 15 NA041710630esign DocsNSpecs\00915-mod.doc 7130/12 1 i t WAGE RATE SCHEDULES i MINIMUM WAGE RATES TO BE USED FOR THE N. 7'" AVENUE LIGHTING, IMPROVEMENTS - 2012 F f FOR CITY OF BOZEMAN, MONTANA MORRISON-MAIERLE, INC. PROJECT NO, 0417.063 SECTION INCLUDES: 1. Montana Prevailing Wage Rates for Building Construction Services 2012, February 10, 2012. 2. Montana Prevailing Wage Rates for Heavy Construction 2011, January 27, 201'1 3. Montana Prevailing 11'il'age bates for Highway Construction Services 2012, February 10, 2912 f ' t' 1 rr 4 N>.lia M063\0esign Docs\Specsli8 M7 Prevailing Wages COVER.doc 1 MONTANA PREVAILING WAGE RATES FOR BUILDING CONSTRUCTION SERVICES 2012 Effective: February 10, 201 Brian Schweitzer, Governor State of Montana Keith Kelly, Commissioner Department of Labor-and"Industry To obtain copies of prevailing wage rate schedules, or for information relating to public works projects and payment of prevailing wage rates,;visit ERD at wwww.mtwagehourbopa.com or contact them at:' Employment Relations Division Montana Department of Labor and Industry P Q. Box 201503 Helena, MT 59620-1503 Phone 406-444-5600 TOD 406-444-5549 The Labor Standards Bureau welcomes questions, comments and suggestions from the public. In addition,we'll do our-best to provide information in an accessible format,upon request, in compliance with the americans with Disabilities Act. MONTANA PREVAILING WAGE REQUIREMENTS The Commissioner of the Department of Labor and Industry, in accordance with Sections 18-2-4071 and 18-2-402 of the IMontana Code Annotated, has determined the standard prevailing rate of wages for the occupations listed in this publication. The wages specified herein control the prevailing rate of wages for the purposes of 18-2-401, et seq., Montana Code Annotated. It is required that each employer pay (as a minimum) the rate of wades, including fringe benefits, travel allowance, and per diem applicable to the district in which the work is being performed as provided in the attached wage determinations.' All Montana Prevailing Wage Rates are available on the internet at www.mtwagehourbopa.com or by contacting the Labor Standards Bureau at(406) 444-56007 or TDB (406)444-5549, In addition, this publication provides"general information concerning compliance with Montana's Prevailing Wage Law and the payment of prevailing wages. For detailed compliance information relating to public works contracts and payment of prevailing wage rates,;please'consult the regulations on the internet at wwwwww.matwageehourbopa.com or contact the Labor Standards Bureau at(406)444-5600 or TOD(406)444-5549, KEITH KELLY Commissioner Department of Labor and Industry State of Montana 1 r,: A. Date of Publication February 10,2012 B.Definition of Building Construction For the purposes of Prevailing Wage, the Commissioner of Labor and Industry has determined that building construction occupations are defined to be those performed by a person engaged in a recognized trade or craft,or any skilled, semiskilled,or unskilled manual labor related to the construction,alteration,or repair of a public building or facility, and does not include engineering, superintendence, management, office or clerical work. The Administrative Rules of Montana(ARM)24,17.501(2)—2(a),Public Works Contracts for Construction Services �Subject to Prevailing Wage Rates,states: "building construction projects generally are the constructions of sheltered enclosures with walk-in access.for housing persons, machinery, equipment, or supplies. It includes all construction of such structures, incidental installation of utilities and equipment, both above and below grade level, as well as incidental grading, utilities and paving. Examples of building construction include, but are not limited to, alterations and additions to buildings, apartment buildings (S stories and above), arenas (closed), auditoriums, automobile parking garages, banks and financial buildings, barracks, churches, city halls civic centers, commercial buildings, court houses, detention facilities, dormitories,farm buildings,fire stations, hospitals, hotels, industrial buildings, institutional buildings, 'libraries, mausoleums, motels, museums, nursing and convalescent facilities, office buildings, out patient clinics,passenger and freight terminal C Buildings,police stations,post offices,power plants,prefabricated buildings, remodeling buildings, renovating buildings, repairing buildings, restaurants, schools, service stations, shopping centers, stores, subway stations, theaters, warehouses, water and sewage treatment plants (b uildings only), etc. C. Definition of Public Works Contract 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, J county, municipality, or political subdivision in which the total cost of the contract is in excess of$25,000... " `D.Prevailing Wage Schedule This publication covers only Building Construction occupations and rates, These rags will remain in effect until; superseded by a more current publication. Current prevailing wage rate schedules for Heavy Construction;Highway Construction,and Nonconstruction Services occupations can be found on the internet at www.mtwagehourbopa.com or by contacting the Labor Standards Bureaux at(406)444-5600 or TDD(406) 444-5549, ,E' Rates to use for Projects ;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. F.Wage Fate Adjustments for lr ultlyear Cointracts Section 18-2-417, Montana Code Annotated states: 1-(1)Any public works contract that by the terms of the original contract calls for more than 30 months to fully perform must include a provision to adjust, as provided in subsection (2) the standard prevailing rate of wages to be paid to the Cworkers performing the contract. �(2) The standard preuaailing rate of wages paid to workers under a contract subject to this section must be adjusted 12 ,months after the date of the award of the public works contract. The amount of the adjustment must be a 3% increase. The adjustment must be made and applied every 12 months for the term of the contract. (3)Any increase in the standard rate of prevailing wages for workers under this section is the sole responsibility of the contractor and any subcontractors and not the contracting agency. " 3 I Computing Travel Benefits Travel pay, for the purposes of public works projects, shall be detennined by measuring the road miles (cane way)over the shortest practical maintained route from the county courthouse of the designated city for each district or the employee's home, whichever is closer, to the center of the job. Each city shall be considered the point of origin only for jobs within the counties identified in that district(as shown below): District;1 -Kalispell: includes Flathead, Lake, Lincoln,and Sanders Counties District 2 -Missoula:;includes Mineral, Missoula; and R'avalli Counties District 3 -Butte: includes Beaverhead, Leer Lodge, Granite, Madison, Powell, and Silver Bow Counties District 4- Great Falls: includes Blaine, Cascade, Chouteau, Glacier, Dill, Liberty,Pondera,Teton, and Toole Counties District 5-1Hlelena: includes'Broadvwater,Jefferson, Lewis and Clark,and Meagher Counties District 6- Bozeman includes Gallatin, Park, and Sweet Crass Counties District 7_Lewistown: includes Fergus, Golden Valley, Judith Basin, Musselshell, Petroleum, and Wheatland Counties 6 District 8-Billings: includes Big Horn,Carbon, Rosebud,,Stillwater,Treasure, and Yellowstone Counties District 9- Glasgow: includes Daniels, Garfield, McCone, Phillips, Richland, Roosevelt, Sheridan,and Valley Counties District 10- Miles City, includes Carter, Custer,Dawson,Fallon,Prairie,Powder River, and Wibaux Counties When travel pay is applicable and is shown as an additional amount added to raise pay,it means for hours worked on the project,not time spent traveling. K.Apprentices Wage rates for apprentices registered in approved federal or state apprenticeship programs are contained in those fprograms. Additionally, section 18-2-416(2), Montana Code Annotated states; .....The find amount of any applicable fringe bengfa"ts must he paid to the apprentice while the apprentice is working on thepublic works contract." Apprentices not registered in approved federal or state apprenticeship programs will be paid the appropriate prevailing wage rate when working on a public works contract. 1 L.Posting Notice of Prevailing Wages Section 18-2-406, Montana Code Annotated provides that contractors, subcontractors and employers who are `performing work gar providing construction services r,nder public works contracts, as provided in this,part, .shall post in apron inent and accessible site on the project or staging area, not later than the first day oaf work and continuing-for the entire duration;of the project, a legible statement of all wages an fringe benefits to be paid to the employees. " M.Employment Preference Sections'18-2-4!03 and 18-2-400, Montana Corte Annotated requires contractors to give preference to the employment of bona fide Montana residents in the performance of work on public works contracts. ,N'.Building Construction Occupatlons'U'i'ebsite; You can find definitions for these occupations on the following, Bureau of Labor Statistics website:' http://www.bls.gov/oes/current/oes—str-u.htm 0.Welders' Rates Welders receive the rake prescribed for the craft performing an operation to which welding is incidental. lP.Forernans' Rates Rates are no longer set for foreman. However, if a foreman performs journey level work, the foreman must be paid at I ast the journey level rate. 1 5 ; C CEMENT MASONS? Wage Benefit Distracts 3-10 C District 1 $18.77 $3,89 0-30 mi, free zone District 2 $18.77 $8.16 >30-60 mi. base pay+ 2.95/hr District 3 $20.79 $8.31 >60 mi. base pay+ $4.751hr District 4 $14.21 $7.10 CDistrict 5 $18.77 $8.16 Duties Include: District 6 $18.77 $8.16 Smooth and finish surfaces of poured concrete, such as District 7 $18.77 $8.16 floors; wanes, sidewalks, or curbs. Align forms for District 8 $18.77 '$8.16 sidewalks, curbs, or gutters. District 9 $18.33 $2.49 District 10 $18.77 $8.16 ,Travel.- 'Districts 1 0-30 mi,free zone j>30-60 mi. base pay+ $1. 51hr >60 mi. base pay+ $1 501hr t iCONSTRUCTION EQUIPMENT OPERATORS GROUP 2 Wage Benefit This group includes but is not limited to: � 1 $23,94 $10.40 Air doctor; Backhoe\Excavator\Shovel, to and Incl. 3 District 2 $2194 $10.40 cu.yds; Sit Grinder; Bituminous having Travel Plant; District 3 $23.94 $10..49 Boring Machine, Large; Broom, Self-Propelled; Concrete District 4 $23.94 $19.40 Travel Batcher; Concrete Moat&Spreader; Concrete District 5 $23.94 $10.40 Bucket Dispatcher; Concrete Finish Machine; Concrete District 6 $23.94 $10.40 Conveyor; Distributor; Dozer, Rubber-Tired, Push, & District 7 $23.94 $14.40 Side Boom; Elevating GraderlGradan; Field Equipment' District 8 $23.94 $10.40 Serviceman; Front-End Loader, 1 cu.yd to and inc, 5 cu. District'9 $23.94 $10.40 yds; Grade Setter; Heavy Duty Drills, All Types; District 10 $22.64 $ 9.42 Hoisffuggef All; Hydralift Forklifts & Similar; Industrial' Locomotive; Motor Patrol (except finish);'!Mountain Travel. Skidder;Oiler, Cranes\Shovels; Pavement Breaker, All Districts EMSCC; Pourer Saw, Self-Propelled; Pugmin; J0-30 mi. free zone Pumpdrete\Grout Machine;Punch Truck; Roller, other i>60-60 mi. base pay+ $3.50/hr than Asphalt; Roller, Shee sfoot(Self-Propelled); Roller, >60 mi, base pay+ $5.30/hr 25 tons and ever; Ross Carrier; Rotomill,'under 5 ft; Trenching Machine;Washing/Screening Plant, t i 1 7 , 7 1 1 CONSTRUCTION EQUIPMENT OPERATORS GROUP Wage Benefit Travel:' District 1 $26.60 $10.40 All Districts District 2 $26,60 $10.40 0-30 mi, free zone District 3 $26.60 $16.46 >30-60 mi. base pay + $3.60/hr District 4 $26.60 $10.40 >60 mi. Lase pay +$5.30 1hr District`5 $26,60 $1040 District 6 $26.60 $10.40 This group includes but is not limited to: District 7 $26.60 $10.40 Cranes, 75 tons to and incl.149 tons„ Cranes,'u'yhirley District 5 $26.66 $10.40 District 9 $26.60 $10.40 District 10 $26.69 $10:40 f f I CONSTRUCTION EQUIPMENT OPERATORS GROUP 7 Wage Benefit Travel: [district 1 $27.19 $10.40 All Districts District 2 $27.10 $16.40 0-30 mi. free zone District 3 $27.10 $10.40 >30-60 mi. base pay+ $3.50/hr District 4 $27.10 $10.40 >60 mi. base pay + $5.30 1hr District 5 $27.10 $10.40 District 6 $27.10 $10.40 This group includes but is not limited to: District 7 $27,10 $10.40 Cranes, 150 tons to and incl. 250 torts; Cranes, over 250 District 8 $27.10 $10.40 tons--add $1.00 for every 100 taxis over 250 tors; District 9 $27.10 $10.40 Crane, Tower(All); Crane Stiff-Leg or Derrick; Helicopter District 10 $27.10 $10:40 Hoist. CONSTRUCTION LABORERS GROUP 1 Wage; Benefit District 2 rDistrict 1 $16.22 $7.55 0-30 ml, free zone District 2 $18.88 $7.27 >30-60 mi. 'base pay+ $1.50/hr District 3 $15.22 $7.55 >60 mi. base pay+ $2.00/%r District 4 $16.30 $6.52 District 5 $16.22 $7.65 districts 3,5, &6 District 6 $15.22 $7.55 0-15 mi. free zone District 7 $16M $6:62 >15-30 mi.vase pay+$0.93/hr District 8 $16.30 $6.52 >30-50 mi. base pay + $1.31/hr District 9 $16.30 $6.52 >50 mi. base pay+ $2,09/hr District 10 $16,30 $6.52 Districts 4,&7.10 iTravel: 0-15 mi. free zone District 1 >15-30 mi. base pay + $0.65/hr 0-15 mL free zone >30-50 mi, base pay+ $0.35/hr 1>15-30 mi. base pay+ $0.93/hr >50 mi. base;pay +$1.25/hr >30-50 mi. base pay+ $1.31/hr >50 mi. vase pay +$2.09 1hr I ` 1 9 f f i CONSTRUCTION LABORERS GROUP 4 Wage Benefit Districts 3,a, &6 District 1 $18.86 $7.$5 0-15 mi, free zone District 2 $22.48 $7.27 >15-30 mi. base pay + $0.90/hr District 3 $18.85 $7.08 >30-50 mi. base pay+ $1.25 1hr District 4 $19.00 $6.52 >50 mi. base pay +$2.00 1hr District 6 $18.12 $7.56 District 6 $18.86 $6.30 districts 4, &7-10 District 7 $17.76 $6.62 0-15 mi. free zone District 8 $17.07 $6.52 >15-30 mi. base pay+ $0.65/hr' j District 9 $17.78 $6.10 >30-50 mi. base pay+ $0.85/hr District 10 $17.70 $6.62 >50 mi. base pay+'$1.25/hr Travel: This group includes but is not lnmited to: Districts 1 Hod Carriers**; Water Well Laborer; Blaster; Wagon 0-15 mi.,free zone Driller; Asphalt Raker; Cutting Torch; Grade Setter; >15-30;mi. base pay +`$0.901hr high-Scaler; Power Saws (t=aller& Concrete) >30-50 mi. base pay + $1.25/hr Powderman; Rock& Core Drill; Track or Truck (Mounted >50 mi. base pay+ $2.00 1hr Wagon Drill and Welder including Air Aro. District 2 Mote ***Mod Carriers will receive the same amount of 10-30 mi. free zone' travel and/or subsistence pay as bricklayers when >30-60 mi. base pay+ $1.501hr requested to travel. 1>60 mi base pay+ $2.00 1hr j DRYWALL APPLICATORS Wage Benefit District 3 ;District 1 $20.98 $10':06 0-30 free zone [District 2 $20.90 $10:06 >30-50 mi. $18.00/day District 3 $22.50 $ 9.30 >50 mi. $25.00 1day District 4 $19.74 $ '9.09 District 5 $20.50 $ 8.20 District 4, 7,8, 9,10 District 6 $20.50 $ 8.20 0-30 mi. free zone District 7 $19.74 $ 9,09 >30-60 mi. base pay+ $3.70/hr District 8 $15.74 $ 9.09 >60 mi. base pay+ $6.60/hr District 9 $1.934 $ 9,09 District 10 $19.74 $ 9.09 Districts 5&6 0-1,5 free zone Travel: >15-30 mi. base pay+ $0.50/hr iDistrict 1 >30-50 mi. base pay + $1.00/hr 0-30 mi. free zone >30 mi.-50 mi. base pay + $2:25/hr >50 mi. base pay+$2.75/hr Duties Include: Drywall and ceiling file installation District 2 10-30 mi.free zone > 0-50 mi. $20,00/day >50 mi. $30.00/day FLOOR LAYER Wag Benefit Travel. District:1 $17.35 $ 6.28` Districts 1, 2,4, 5,7,9 District 2 $17.35 $ 6.28 [1-10 mi. free zone District 3 $21.50 $11.23 >10 mi. $8,40/rni. if transportation is not provided. District 4 $17.35 $ 628 District 5 $10.00 $ 5.28 Per Diem: District 6 $13.40 $11.23 Districts 1,2,4, 5,7,9 District 7 $17.35 $ 6.28 $32/day+ an additional $0.40/rni.if'transportation is not District 8 $20,00 $ 5.201 provided. District;9 $17.35 $ 6.28 District 10 $21.59 $11.23 Travel: i Districts 3, 6, 8, 10 I, No free zone. $01.25/mi. if transportation'is not provided. Per Diem: Districts 3, 6,8, 1 $70.00/dart' I GLAZIERS i Rage Benefit Travel. District 1 $17.35 $ 6.28 Districts 1, 2,4, 6,7,9 District 2 $17.35 $ 6.28 0-101 mi. free zone District 3 $29.95 $11.23 >I0 mi. $0. 9/mi. if transportation is not provided. District 4 $17.35 $ 6.28 District 5 $13.51 $ 0.73 Per Diems District 6 $19.92 $ 2.65 Districts 1, 2,4, 6,7,9 District 7 $17.35 $ 6.28 $32/day+ an additional$0,411/rni. if transportation is not District 8 $15.7Q $ 2.79 provided. District 9 $17.35 $ 6.28 District 10 $21.501 $11.23 Travel: Districts 3, 6, 8, 10 No free zone. $0.25/mi. if transportation'is not provided. Per Diem. Districts 3,6,8,10 $74.00/day I ' 1 i 13 i _j 1 iLL"4 RIGHT j Wage Benefit districts 1 &'2 'District 1' $24.90 $10.06 0-30 mi. free zone ; District 2 $24.90 $10:06 >30-50 mi. $20.00/day District$ $24.75 $ 9:30 >50 mi. $30.00/day District 4 $23.74 $ 9.09 'District 5 $23.74 $ 9.09 District 3 C District 6 $23.74 $ 9.09 0-30'free zone District 7 $23.74 $ 9:09 >30-50 mi. $18.00Iday District 8 $23.74 $ 9.09 >50 mi. $25.00/day District 9 $23.74 $ 9.09 District 10 $23.74 $ 909 District 4-10 0-30 mi. free zone >30-60 mi. base pay + $3.701hr >60 mi. base pay+ $5.60/hr i PAINTERS: INCLUDING PAPERHANGER ''age' Benefit Travel: District 1 $17.38 $ 6.28 Districts 1,7, 4, 5,7,9 District 2 $17.38 $ 6.28 0.10 mi. free zone District 3 $1932 $ 1.00 >10 mi. $0.40/mi, if transportation is not provided. � District 4 $17,35 $ 6.28 District 5 $19.33 6.28 Per Diem: District 6 $18.98 $11.23 Districts 1,2,4, 6j,9 District 7 $17,35 $ 6.28 $32/day+ an additional $0.401mi, if transportation is not District 8 $21.50 $11.23 provided. District 9 $16.25 $ 617 District 1!0 $21.50 $11.23 Travel Districts 3,6, 8, 10 No free zone. $0,2Imi. if transportation is not provided. Per Diem: Districts 3,6, 8, 10 $70.001day 1 I i t I ± k j 15 PLUMBERS, PIPEFITTERS, AND STEAMFI`PTERS f Wage Benefit Travel: "District 1 $27.86 $11.73 Districts 3, 4, 6, 6 District 2 $27.86 $11.73 0-40 mi. free zone District 3 $27.60 $12:20 >40-80 mi. $30/day ,District 4 $27.60 $12.20 >80 mi, $60/day iDistrict 5 $27.60 $12.20 If employer provides transportation travel pay will be "/z 'District 6 $27.60 $12.20 of the amounts listed above, unless the employee stays District 7 $28.01 $14.14 overnight. If the employee chooses to stay overnight, District 8 $28.01 $14.14 the employee will receive the full amount of travel listed District q $28.01 $14.14 above even if the employer provides transportation, District 10 $28.01 $14.14 Travel: Travel: ' Districts 7, 8, 9, 10 �Distrlcts 1 &2 0-40 mi. free zone 0-30 mi. free zone >40 mi. $0.55/mi. if transportation is not provided. >30-50 mi. $20/day j>50-75 mi. $35/day Per Diem: >75 mi. $70 1day Districts 7, 8, 9, 10 If transportation is not provided an additional$0.38/mi. $75/day I is added to the amounts above. Duties Include, Assemble, install„ alter, and repair pipe-lines or pipe systems that carry water, steam, air, other liquids or closes. Testing of piping systems, commissioning and retro-commissioning. Workers in this occupation may also install heating and codling equipment and mechanical control systems, l i ,ROOFERS Wage Benefit Travel: District 1 $21,57 $9.72 Districts 3,+4,a,6 `District 2 $20.05 $9.47 No travel required, District 3 $19.40 $6,31 ;District 4 $17.96 $4,82 Per Diem: jDistrict 5 $18.90 $8,20 Districts 3,4, 6, 6 ' District 6 $17,46 $6,79 Room+$25/day. District 7 $18:90 $51,60 District 8 $18.96 $2,91 Travel; iDistrict 9 $18.90 $2,91 Districts 7, 8, 9, 10 District 10 $18:90 $2.41 0-30 mi. free zone 1 >30 mi. $0.25/mi, if transportation is not provided. jTravel: Districts 1 & 2 Per Diem* 0-50 mi. free gone Districts 7, 8, 9, 10 >50 mi. $0.30/mi. if transportation is not provided. $35/day i ' Per'Diem. (Districts 1 & 2 x$50/day I 17 r TEAMSTERS GROUP Wage Benefit: Travel: District 1 $21.45 $6.81 All Districts District 2 $21.45 $6.81 41-15 mi. free zone District 3 $21.45 $6.81 >15-30 mi. base pay+ $0.651hr Distract 4 $15.75 $6.81 >30-50 mi base pay + $0.85/hr District 5 $21,45 $6.61 >50 mi. base pay+$1.251hr District 6 $21.45 $6,81 District 7 $21.45 $6.81 District 8 $18.12 $6.61 District 9 $21.45 $6.51 District 10 $21.45 $6.61 TELECOMMUNICATIONS EQUIPMENT INSTALLERS 'linage; Benefit Travel: District 1 $26.69 $1.94 All Districts ;District 2 $23,114 $3.99 Two times the federal mileage ratelmi. if transportation is ;District $ $22.26 $7.52 not provided.` District 4 $22.26 $7.02 District 5 $22.26 $7.52 Per Diem: District 6 $22.16 $7.87 All Districts District 7 $22.26 $7.82 Employer pays for wheals and lodging up to $65lday� District 6 $22.16 $7.87 ,,District,9 $22.10 $7.87 Duties Include: District 10 $22.16 $7.87 Install voice; sound; vision and data systems. This occupation includes burglar alarms, fire alarms, fiber optic systems, and video systems for security or entertainment. TILE AND MARBLE SETTERS Wage Benefit Travel: District 1 $17.74 $9.95 All Districts District 2 $17.74 $9.65 0-45 mi. free zone District 3 $17.74 $9.05 >45-60 mi, $25/day; District 4 $17.74 $9.95 >66-90 mi. $55/day ,District 5 $17.74 $9.95 >90 mi. $651day District 6 $17.74 $9.05 ,District 7 $17.74 $9.05 Duties Include: District 8 $17.74 $9.05 Apply hard tile, marble, and wood the to floors, ceilings; District 9 $17-74 $9.05 and roof decks yDistrict 19 $1734 $9.05 i 19 i MONTANA PREVAILING WAGE RATES FOR HEAVY CONSTRUCTION 2011 j Effective.- January 27, 201 Brian Schweitzer, Governor State of Montana Keith Kelly, Commissioner Department of Caber & Industry To obtain copies of prevailing wage rate schedules, or for information relating to public works projects and payment of prevailing wage rates visit ERd at w w.mtwagehourbopa.com or contact them at: Employment 'Relations division Montana Department of Labor and Industry P. ud. Box 201 503 1 Helena, NIT 59620-1503 Phone 406-444-6660 TDD 4016-444-5549 , ;The Labor Standards Bureau welcomes questions, comments and suggestions from the public.In addition,we'll dp our'hest to provide information in an accessible format, upon request,in compliance with the Americans with Disabilities Act. MONTANA PREVAILING WAGE REQUIREMENTS The Commissioner of the department of Labor and Industry, in accordance with Sections 18-2-401 and 18-2-402 of the Montana Code Annotated, has determined the standard prevailing rate of wages for the occupations listed in this publication. The wages specified herein control the prevailing rate of wages for the purposes of 18-2401, et seq., Montana dude lA,nnotated. It is required that each employer pay(as a minimum)the rate of wages, including fringe benefits, travel lallowanee and per diem applicable to the district in which the work is being performed, as provided in the attached wage determinations.' � Montana prevailing Wage Dates are available on the internet at www.mtwagehourbopa.com or by contacting the Labor Standards Bureau at(406)444-5600 or TDD (406)444-5549. ,in;addition, this publication provides general information concerning compliance with (Montana's prevailing Wage;Law and 'the payment of prevailing wages, For detailed compliance information relating to public works contracts and payment of prevailing wage,rates, please consult the regulations on the internet at www.mtwagehourbopa.com or contact the tabor Standards Bureau at(406)444-5600 or TDD(406)444-5549. KEITH KELLY Commissioner Department of Labor and Industry State of Lantana f { f f F.Wage rate adjustments for multiyear contracts Section 18-2-417,Montana Code Annotated states: "`(I)Any public works contract that by the terms of the original contract calls for more than 30 months tofidly perform mast include a provision to adjust, as provided in subsection (2), the standard prevailing rate of wages to be paid to the workers per forming the contract. (2) The standard prevailing gate of wages paid to workers under a contract subject to this section must be adjusted 12 months after the elate of the award of the public works contract. The amount o,f the ad justrnent rs7zrst be a 3%increase. The adjustment must be made and applied every 12 months for the term of the contract. (3)Any increase in the standard rate of prevailing wages for workers under this section is the sole responsibility of the contractor and any subcontractors and not the contracting agency. " f G.Fringe Benefits Section 18-2-412 of the Montana Code Annotated states:', I ; F ``(1) To fulfill the obligation—a contractor or subcontractor may. (a)pay the amount.of fringe benefits and the basic hourly rate of pay that is part of the standard prevailing rate of wages directly to the worker or employee in cash; (h) make an irrevocable contribution to a trustee or a thirdperson pursuant to a fringe benefit fund;plan,or program that meets the requirements of the Employee Retirement Income Security Act of 1974 or that is a bona fide program approved by the U S. department of'labor; or (c) make payments using any combination of methods set forth in subsections (1)(a) and(1)(b)so that the aggregate of payments and contributions is not less than the standard prevailing rate of wages, including fringe+benefits and travel allowances, applicable to the district for the particular type of work being performed j(2) The fringe benefit f ttid,plan, or program described in subsection (1)(b) must provide benefits to workers or employees for health care,pensions on retirement or death, life insurance,'disability and sickness insurance, or bona fade programs that meet the realuirements of the Employee Retirement Income Security Act of'1974 or that are approved by the U S. department of tabor. " 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 than specifies otherwise. H.Apprentices Wage rates for apprenticcs registered in approved federal or state apprenticeship programs are contained in those programs. Additionally, section 18,2416(2), Montana Code Annotated states, "...The full amount of any applicable 'fringe benefits must be paid to the apprentice while the apprentice is working on the public works contract. " Apprentices not registered in.approved federal or state apprenticeship programs will be paid the appropriate prevailing wage rate when working on a public works contract. 11.Posting Notice of Prevailing Wages Section 18-2-406', Montana Code Annotated, provides that contractors,'subcontractors,and employers who are "performing work or providing construction services under public works contracts, as provided in this part, shall post in a prominent and accessible site on the project or staging area, not later than the first day of work and continuing for the entire duration of the project, a legible statement of all wages amid fringe benefits to be paid to the employees." 1J Employment Preference 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. Page ii HEAVY CONSTRUCTION SERVICES 2011 EFFECTIVE JANUARY 2 f,2011 i i !ZONE DEFINITIONS IONS CARPENTERS, CEMENT MASONS*, LABORERS, AND TRUCK DRIVERS j The zone hourly rates,applicable to each project shall be determined by measuring the road miles over the shortest practical maintained route from the nearest County Courthouse of the following listed towns to the center of the job: BILLINGS, BO EMAN, BUTTE, GREAT PALLS, HA RE, HELENA, KALISPEL,L, LEWISTOWN, MILES CITY, f" ISSOULA' Zone 1 0 to 30 miles - Base Pay done 2:'30 to 60 miles- Base Pay+ $2.95 Zone 3: Over 60 miles-Base Pay+ $4.70' *CEMENT MASONS ZONES`; The above cities plus DILLON, GLASGOW, GLENDIVE, SIDNEY L CARP0028-002 0510112009 Rates Fringes Carpenters: (Zone 1) !Carpenter& Pilebuck $23.25 $6.90' ,Millwright $27.25 $5.90 ---- -- -- - CARP002$-004 0610112006 1 Fates ' Fringes Diver Tender $27.27 $7.60' Giver $56.54 " $7.60 IJEPTH PAY(Surface Diving) 050 to 100 feet' $2.00 per foot 101 to 150 feet $3.00 per foot 151 to 220 feet $4.00 per foot 221 ft& deeper $5.00 ----------------------------------------- ELECO044-001;06/0112010 Rates Fringes Line Construction (1) Lineman $$7.73 4.75% + $10.61 (2) Equipment Operator $25.13 475% + $10.95 (3) Experienced Groundm n $20.27 4.75% +$10.33 l I i Page 2; �HEAVY CONSTRUCTION SERVICES 2011 EFFECTIVE JANUARY 27,2011 ENG10400-001 0510112009 l ZONE DEFINITIONS FOR POWER EQUP1lJ'IENT OPERATORS: The zone hourly rates applicable to each project shall be determined by measuring the road miles over the shortest practical maintained route from the nearest County Courthouse of the following listed towns to the center of the job: BILLINGS, BO EMAN, BUTTE, GREAT FALLS, HELENA, KALISPELL, MISSOULA Zone 1 0 to 30 miles -Base Pay Zone 2: 30 to 60 miles- Base Pay + $3.50 Zone 3: Over 50 miles 4 Base Pay+$5.50 Rates Fringes Power Equipment Operator gone 1) Group 1 $23.47 $9.50 Group 2 $23.94 $9.50 1 Group 3 $24.34 $9.50 Group 4 $25,00, $9.50 Group 5 $25.50 $9.56 Group 5 $25.50 ' $9.50 i Group 7 $27.10 $9.50 POWER EQUIPMENT OPERATORS CLASSIFICATION$ GROUP 1; Air Compressor;Auto Fine Grader; Belt Finishing Machine; Boring Machine, small; Cement Silo; Crane, A- Frame Truck Crane; Crusher Conveyor; DW-10, 15, and 20 Tractor Roller; Farm Tractor; Forklift; Form Grader; Front-End Loader under 1 cu yd Heavy;Duty Drills; Herman Nelson Heater; Mulching Machine; Oiler, all except Cranes&Shovels; Pumpman. GROUP 2: Air Doctor; 'Backhoe/Excavator/Shovel to and including 3 cu yd; Bit Grinder; Bituminous Paving Travel Plant; Boring Machine, large; Broom, Self-Propelled; Concrete Travel atcher; Concrete Float& Spreader; Concrete Bucket Dispatcher; Concrete Finish Machine; Concrete Conveyor-, (Distributor;?Dozer, Rubber-Tired, Push &Side Boom; (Elevating Grader/Gradall Field Equipment Serviceman; Front-End Loader 1 cu yd to including cu yd; Grade Setter„ Heavy Duty: Drills, all types; Hoist/Tugger all; Hydralift&.similar; Industrial Locomotive; Motor Patrol, except Finish; Mountain Skidder; Oiler-Cranes & Shovels; Pavement Breaker, EMSCC; Power Saw, Self-Propellled; Pugrnill; Pumperete/grout Machine, Punch Truck; Roller, ether than Asphalt; Roller, Sheepsfoot, Self-Prbpelled; Roller, 25 tans and over; Ross Carrier; Rotomill under ft; Trenching Machine; Wash ing/ creening Plant. 1 ' GROUP 3. Asphalt Paving Machine; Asphalt Screed; Backhoe/Excavator/Shovel over 3 cu yd; Cableway Highline; Concrete Batch Plant; Concrete Curing Machine; Concrete Pump; Cranes, Creter; Cranes, Electric Overhead; Cranes, 24 Mans and under; Curb Machine/Slip Form Waver; Finish Dozer; 'Front-end Loaner over 5 cu yd; MechanicMelder; Pioneer Gazer; Roller, Asphalt (Breakdown & Finish); Rotomill, over 5 ft Scraper, single, twin, or pulling Belly Dump; Yb-,Yo Cat. GROUP 4: Asphalt/Hot Plant Operator; Cranes, 25 tons to 44 tons; Crusher Operator; Finish Motor Patrol; 'Finish Scraper. GROUP 5: Cranes, 45 tons to including 74 tons; GROUP 6: Cranes, 75 tons to including 149 tons; Crane, 1/1/hiirley (all)`. GROUP 7. !Cranes, 150 tons to including 250 tons (add $1;00 for every 100 tons over 250 tons); Crane, Stiff-Leg or Derrick; Helicopter Hoist; Cane, Tower(all). r Page 4 HEAVY CONSTRUCTION SERVICES 20 11 EF"F'ECTIV'"E JANUARY 27,2011 r PAID,0260-001 07101/2002 i BLAINE BROADWWATER, CASCADE, CHOUTEAU, DANIELS, FERGUS, GARFIELD, GLACIER, GRANITE (South of a 1 line running East&West through the Southern city limits of PHI'L,LIPSBURG), HILL, JEFFERSON, JUDITH BASIN, LEWIS AND CLARK, LIBERTY, McCONE, MEAGHER, PETROLEUM, PHILLIPS, PONDERA, POWELL (South of a line running East&West through the Southern city limits of HiELMS'VILLE), RICHLAND, ROOSEVELT, SHERIDAN, TETON, TOOLE, VALLEY, AND WWHEATLAND COUNTIES r Rates Fringes PAINTER $!13.85 1% + $145 PA►IN0260-002 0710112002 FLATHEAD, GRANITE(North of a line running Exist&West through the Southern city limits of PHILLIPSBURG), LAKE, j LINCOLN, MINERAL, MISSOULA, POWWELL(North of a line running East&WVest through the Southern city limits of HELMSVILLE), RAVALLI,AND SANDERS COUNTIES Rates Fringes PAINTER $16.85 1% + $3.45 FAIN 1922-001 0610112009 BEAVERHEAD, BIG HORN, CARBON, GARTER, CU TER, DAWWSON, DEER LODGE, FALLON, GALLATIN, GOLDEN i VALLEY, JEFFERSON., MADISON,,MUSSELSHELL, PARK, POWDER RIVER, PRAIRIE, ROSEBUD, SILVER BOW, STILL'wVW'ATER, SWEET GRASS, TREASURE, WWIBAUX,AND YELLOWSTONE COUNTIES 1 PAINTER (industrial„ includes industrial plants, tanks, pipes, bridges) Rates Fringes I $21.010 $0 00 1- PLAS01"19-001 0610112008 I ' STATEWIDE (except CHEER LODGE, JEFFERSON, POW ELL, and SILVER BOW COUNTIES) Rates Fringes CEMENT MASONS: Gone 1) Area 1 $18.83 $6.96 Area 2 $20.24 $6.86. AREA 1: STATE'W'IDE(except DEER LODGE, JEFFERSON, POWWELL, and SILVER BOW COUNTIES) AREA 2: DEER LODGE, JEFFERSON, POWWELL, AND SILVER BOW COUNTIES 1 + 1 ; t Page 6 HEAVY'CONSTRUCTION SERVICES 2011 EFFECTIVE JANUARY 27,2011 MONTANA PREVAILING WAGE RATE S FOR 1-lIGHWA'Y CON TRUCTION SERVICES 2012 Effective: February 10, 201 Brian Schweitzer, Governor State of ontana Keith Kelly, Commissioner Department of Lauer & Industry To obtain copies of prevailing wage rate schedules, or for information relating to public warps pro1ects and payment of prevailing wage rates visit ERD at www.mtwageh'ourbopa.com or contact therm at: i Employment Relations Division Montana Department of Labor and Industry f P. C. Sox 201<503 Helena, MT 69620-1503 Phone 466-444-6660 TDD 406-444-6649 The Labor Standards Bureau welcomes questions,comments and suggestion from the public. In iaddition, we'll 1 do our best to provide information In an accessible format, upon request, in compliance with the Americans with Disabilities Act. MONTANA PREVAILING WAG REQUIREMENTS The Commissioner of the Department of Labor and Industry, in accordance with Sections 18-2-401 and 18-2-402 of the Montana Code Annotated, has determined the standard prevailing rate of wages for the occupations listed in this 1 publication. The wages specified herein control the prevailing rate of wages for the 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, travel allowance and per diem applicable to the district in which the work is being performed, as provided in the attached wage determinations. All Montana Prevailing Wage;Rates are available on the internet at www.mtwagehourbopa.com or by contacting the Labor Standards Bureau at(466)444-66001 or TDD (406)444-6549, In addition, this publication provides general information concerning compliance with Montana's Prevailing 'Wage Law and the payment of prevailing wages. For detailed compliance information relating to public works contracts and payment of prevailing wage rates, please consult the regulations on the iinternet at www.mtwagehourbopa.com or contact the Labor Standards Bureau at(406)444-6600 or TDD (4O6)444-5649, KEITH KELLY Commissioner Department of Labor and Industry l State of Montana l i i 1 F.Wage late Adjustments for Multiyear Contracts, Section '18-2-417, Montana Code Annotated stags: (1)Any public works contract that by the terms of the original contract calls for more than 30 months to fully perform must include a provision to adjust, as provided in subsection (2), the standard prevailing rate of wages to be paid to the workers perforating the contract. (2) The standard prevailing rate of wages paid to workers grader a contract subject to this section(must be adjusted 12 months after the date of the award of the public works contract. The amount of the adjustment must be a 3%increase. The a4 ustment must be made and applied every 12 months far the term of the contract. (3)Any increase in the standard rate of prevailing wages for workers under this section is the sole responsibility of'the contractor and any subcontractors and not the contracting agency." G. Fringe Benefits Section 18-2-412 of the Montana Cade Annotated states: (1) Tod fu�flll the obligation..-a contractor or subcontractor may." i (a)pay the amount of fi^inge benefits and the basic hourly rate oaf pay that is part of the standard prevailing rate of wages directly to the worker or employee in cash; t (h) stake an irrevocable contribution to a trustee or a third person pursuant to a fringe benefit fund,plant;;or program that meets the retluirentents of the Employee Retirement Income Security Act of 1974 or that is a bona f de program approved by the fl. S department of labor; or 6 (c) make payments using any combination of methods set forth in subsections (1)(a) and(1)(b)so that the aggregate of payments and contributions is not less than the standard prevailing rate of wages, including fringe;benefits and travel allowances, applicable to the district for the particular type of work being perjorrnd. (2) The fi°inge benefit fund,plan, or program described in subsection (1)(b) must provide benefits to workers or employees ,,for health care,;pensions on retirement or death, life insurance, disability and sickness° insurance, or bona fade programs that meet the requirements of the Employee Retirement Income Security.Act of 1974 or that are approved by the U. S. department oflabor. 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. k H. Apprentices Wage rates for apprentices registered in approved federal or state apprenticeship programs are contained in those programs. Additionally, sedition 18-2-4 16(2), Montana Code Annotated states, "...The full amount of any applicable fringe benefits must be paid to the apprentice while the apprentice is working on the public works contract. " Apprentices not registered in approved federal or state apprenticeship programs will be paid the appropriate prevailing wage rate when working on a public works contract.' I. Posting Notice of Prevailing Wages Section 18-2-406, Montana Code Annotated, provides that contractors,+subcontractors, and employers who are 'performing work or providing construction(services under public works contracts, as provided in this part„ shall post in a prominent and accessible site on the project or staging area, not later than the first day of work and continuing for the ,!entire duration of the project a legible statement q f all wages to be paid to the employees. ° `J Employment Preference 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 worlds contracts, 3 l t J .*ZONE PAY* 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 r practical maintained route from the County Courthouse of the following towns to the center of the jab: BILLINGS„ BOZEMAN, BUTTE, GREAT FALLS, HAVRE HELENA, KALISPELL, LEWISTO`4'tifN, MILES CITY, IS OULA Z©NE 1: 0 to 30 miles- Free ZONE 2. 30 to 60 miles- Base Pay + $2.50 ,,ZONE 3` Over 60 miles- Base Pay'+ $4.00 r CARPENTERS: ,ZONE 1 0 to 30 miles 4 Free ZONE 2: 30 to 50 miles-Base Pay+ $100 (ZONE 3 Over 50 miles- Base Pay+ $4.80 i Rates Fringes CARPENTER Carpenter, Piledriverman $22.71 $1015 Millwright $24.78 $10.15 J Rates Fringes CEMENT MASON/CONCRETE FINISHER $21.37 $0.80 Dates Fringe ELECTRICIAN Area 1 $18.74 $4.23+ 3,8% Area 2 $20.13 $6.06+ 3.8% Area 3 $19.96 '$4.74;+ 3.8% Area 4 $19.84 $4.81 + 3.8% Area 5 $20.64 $4.84 + 3.8% Area 6 $18.02 $4.74 + 3.8% Rates Fringes JLINE CONSTRUCTION f Equipment Operator $19.16 $6.35 Groundman $15.40 $6.35 r ELECTRICIANS AREA DESCRIPTIONS (AREA 1: Beaverhead, Beer Lodge, Granite, Jefferson, Madison, Silver Bow, and Powell Counties AREA 2: Frig Horn, Carbon, Carter, Custer, Dawson, Fallon, Garfield, Golden Valley, Musselshell, Powder River, Prairie, Rosebud, Stillwater, Treasure, Wibaux, and Yellowstone Counties AREA 3. Biaine, Cascade, Chouteau, Daniels, Fergus, Glacier,;Hill, Judith Basin, Liberty, McCune, Petroleum, Pondera, Phillips, Richland., Roosevelt, Sheridan, Teton, Toole, Valley, and Wheatland Counties AREA 4 ' Broadwater, Lewis and Claris, and Meagher Counties `AREA 5: Flathead, Lake, Lincoln, Mineral,!Missoula, Ravalli, and Sanders Counties AREA 6: Gallatin, Park, and Sweet Grass Counties 4 5 i POWER EQUIPMENT OPERATORS CLASSIFICATIONS 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, Miler, Heavy Duty Grills; Purnpaman; tiler(All, except Cranes and Shovels). GROUP 2: Air Doctor; Backhoe6Excavator/Shovel to & incl 3 cu yd Bit Grinder; Bitunimous Paving,Travel Plant; Baring Machine, large,; Broom, Self-Propelled; Concrete Bucket:Dispatcher; Concrete Conveyor; Concrete Finish Machine; Concrete Float and Spreader; Concrete Travel Botcher; 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. cu yd; Grade Setter; Hoist/Tugger(All Hydralift&Similar); Industrial Locomotive; Motor Patrol(Except Finish), Mountain Skidder; Miler, Cranes& Shovels; Pavement Breaker, EMSCO; Power Saw, Self-Propelled; Pugmill; Pumperetel Grout Machine; Punch Truck; Rollers(All except Asphalt Finish and Breakdown); Ross Carrier; Rotomill under 6 ft; Trenching Machine; Washing/Screening Plant. GROUP 3: Asphalt Finish Roller; Asphalt Breakdown Roller; Asphalt Paving Machine; Backhoe/ExcavatorlShovel 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; Rctomill 5 ft and over; Scraper, Single Engine; Scraper Twin or Pulling Belly Dump; Yo Yo Cat Front-End Loader over 5 cu yd. GROUP 4* Asphalt/Hot Plant Operator; Crones, 25 tons to 44 tons; Crusher Operator; Finish Motor Patrol; Finish Scraper. ,SPECIAL OPERATORS: GROUP 5: Crones,45 tons to and including 74 tans GROUP 6: Cranes, 75 tans to and including 149 tons GROUP 7: Cranes, 150 tons to and including 250 tons; Cranes over 250 tons: add $1,00 for every 100 tons over 256 tons; Crane, Stiff-Leg or Derrick; Crane, Tower(all), Crane, Whirley (all); Helicopter Hoist. l TRUCK DRIVER Mattes Fringes Group 1 $18.54 $9.16 Group 2 $23.69 $9.16 GROUP'"1: Pilot Car GROUP 2: Combination Truck and Concrete Mixer and Transit Mixer; Dry Batch Trucks; Distributor Driver; Durnpman; Dump Trucks and similar equipment; Dumpster; Flat Trucks; Lumber Carriers; Lowboys; Pickup; Powder Truck Driver; Power Boom; Serviceman; Service Truck/Fuel Truck1fireperson, Truck Mechanic; Trucks with Power Equipment; Warehouseman, Partsrnan,Cardex and Warehouse Expeditor; Water Trucks. WELDERS- Receive rate prescribed for craft performing operation to which welding is incidental. END OF GENERAL DECISION! 7 MISCELLANEOUS FORMS The following miscellaneous forms are provided for the CONTRACTOR's information. They will be used by the ENGINEER and OWNER in the administration of the construction contract. MISCELLANEOUS FORMS NOTICE OF AWARD NOTICE TO PROCEED CHANGE ORDER FIELD ORDER WORK CHANGE DIRECTIVE ORDER TO CONTRACTOR TO SUSPEND WORK ORDER TO CONTRACTOR TO RESUME WORK APPLICATION FOR PAYMENT FORM 1 APPLICATION FOR PAYMENT FORM 2 CERTIFICATE OF SUBSTANTIAL COMPLETION CONTRACTORS CERTIFICATE AND RELEASE SUBCONTRACTOR RELEASE SURETY'S CONSENT TO FINAL PAYMENT Miscellaneous Forms - Page I of 9 22 Misc Forms Endex.doc Revised.July 25, 2011 Notice of Award Dated Project: wner: Owner's Contract No.: N,7 1h Avenue Lighting Improvements- ity of Bozeman N/A 2012 rc- Contract:N.7th Avenue Lighting Improvements-2012 Engineer's Project No,: Yellowstone Electric Company Bidders Address:(send Certified Mail,Return Receipt Requested)� 19194 1h Avenue North,Billings,MT 59101 PO Box 2018,Billings,MT 59103 You are notified that your Bid dated September 11,2012 for the above Contract has been considered. You are the Successful Bidder and are awarded a Contract for the Base Bid w/Additive Alternate#q. The Contract Price of your Contract|s Five Hundred Seventy Four Thousand FouLHundred Eighty Five Dollars ($§Z1,485.00 / �copies cd each of the proposed Contract Documents(except Drawings) accompany this Notice ofAward. . 2 sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen days nf the date you receive this Notice of Award. � 1. Deliver io the Owner[51 fully executed counterparts uf the Contract Documents. 2. Deliver with the executed Contract Documents the Contract security [Bonds] as specified in the | Instructions to Bidders (Article 20), [and] General Conditions (Paragraphs 2.01 and 5.01) [and Supplementary Conditions(Paragraph G8-2.D1)j | @. Other conditions precedent: | Deliver Contractor's Insurance Checklist(see attoched). Failure to comply these conditions within the time specified will entitle Owner to consider you in default, | annul this Notice o[Award and declare your Bid security forfeited. Within fifteen days after you comply with the above conditions, Owner will na*umn to you two fully executed counterparts mf the Contract Documents | Owner sy� (I ' Title -- ki Copy to Engineer | � Notice of Award—Page 1 of nJCn C-510 Prepared by the Engineers joint Contract Documents Committee Notice mmma,d.doc Revised January eo1n � Notice to Proceed Dated Project: Owner: Owner's Contract No.: Contract: Engineer's Project No.: Contractor: Contractor's Address: [send Certified Mail, Return Receipt Requested] You are notified that the Contract Times under the above contract will commence to run on On or before that date, you are to start performing your obligations under the Contract Documents. In accordance with Article 4 of the Agreement, the date of Substantial Completion is_ , and the date of readiness for final payment is _ [(or) the number of days to achieve Substantial Completion is and the number of days to achieve readiness for final payment is ]. Before you may start any Work at the Site, Paragraph 2.01.8 of the General Conditions provides that you and Owner must each deliver to the other (with copies to Engineer and other identified additional insureds and loss payees) certificates of insurance which each is required to purchase and maintain in accordance with the Contract Documents. Also, before you may start any Work at the Site, you must[add other requirements]: Contractor Owner Received by: Given by: Authorized Signature Title Title Date Date Copy to Engineer Notice to Proceed Page 1 of 1 EJCDC-550 Prepared by the Engineers joint Contract Documents Committee Notice to Proceed.doc Revised January 2010 CHANGE ORDER No. DATE OF ISSUANCE EFFECTIVE DATE OWNER CONTRACTOR Contract: Project: OWNER's Contract No. ENGINEER ENGINEER's Contract No. 'You are directed to make the following changes in the Contract Documents: Description: Reason for Change Order: Attachments: (List documents supporting change) CHANGE 1N CONTRACT PRICE: CHANGE 1N CONTRACT TIMES: Original Contract Price Original Contract Times: Substantial Completion: $ Ready for final payment: (clays or dates Net Increase (Decrease) from previous Change Net change from previous Change Orders No. to Orders No. _to_ No. Substantial Completion: $ Ready for final payment: da s Contract Price prior to this Change Order: Contract Tinges prior to this Change Order: Substantial Completion: Ready for final payment: (days or dates Net increase (decrease) of this Change Order: Net increase(decrease)this Change Order: Substantial Completion: $ Ready for final payment: (days) Contract Price with all approved Change Orders: Contract Times with all approved Change Orders: Substantial Completion; $ Ready for final payment: (days or dates) Contractor certifies and agrees that there are no additional costs or claims for extra work, additional time, delays or omitted items, of any nature whatsoever, associated with the subject change order items, except as identified and set forth herein and unless expressly stated otherwise in the Change Order. And further,that the price agreed-upon herein represents the full cost and value for the subject work,performed and the materials supplied under the terms of the contract and that the work quantities and value were properly determined and are correct. CONTRACTOR(Authorized Signature) Date RECOMMENDED BY: APPROVED BY: (ENGINEER- Signature) Date OWNER(Authorized Signature) Date EJCDC 1910-8-B (1996 Edition Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America and the Construction Specifications Institute. Page 1 of N:\0417\063\[Design Does\Specs\COS Change Order Form.doc Field Order No. ___ Date ofIssuance: EffectivoDeca Project: Owner: Owner's Contract No Contract: Date of Contract Contractor: Engineers Proled No.: Attantipw You are hereby directed to promptly execute this Field Order issued in accordance with General Conditions Paragraph 904A for minor changes'in the Work without changes in Contract Price or Contract Times, If you consider that a change in Contract Price or Contract Times is required,please notify the Engineer immediately and before proceeding with this Work. ` Reference: (Specification Section(s)) (Drawing(s)/Detail(s)) Description: Attachments: 17 eer: Receipt Acknowledged by(Contractor); Date: / ' Copy to Owner � Fie|dOrder— Page ImfI Fi6uOrdecduc Revised January ov1n Work Change Directive No. Date of Issuance: Effective Date: Project: Owner: Owner's Contract No.: Contract: Date of Contract: Contractor: Engineer's Project No.: You are directed to proceed promptly with the following change(s): Item No. Description Attachments(list documents supporting change): Purpose for Work Change Directive: ❑ Authorization for Work described herein to proceed on the basis of Cost of the Work due to: ❑ Non-agreement on pricing of proposed change. ❑ Necessity to expedite Work described herein prior to agreeing to changes on Contract Price and Contract Time. Estimated change in Contract Price and Contract Times: Contract Price$ ❑increase Qdecrease Contract Time ❑increase adecrease days If the change involves an increase,the estimated amounts are not to be exceeded without further authorization. Recommended for Approval by Engineer. Date Authorized for Owner lay: Date Accepted for Contractor by: Date Approved by Funding Agency(if applicable): Date: Work Change Directive—Page 1 of 1 Work Change Directive.doc Revised January 2010 ORDER TD CONTRACTOR TO SUSPEND WORK Federal/State Project Number Suspend Work Order No, DATE: Morrison-Maierfe, Inc. Project Number TO.- PROJECT AND LOCATION: OWNER: By reason of vvbioh renders it bnpruotmab|g for you to aeoupa specified results on the work required by your contract, you are hereby directed to suspend work (minor operations excepted), at the close of work on You will resume major operad|mnnom|yvvhanao1hor|zedtnduauinvvritingbva Resume Work Order, Under the terms of your contract for the above subject project, continue / tobecharged during the period work is suspended, (See General Conditions, Articles 12 and 15 and applicable Supplementary Conditions). calendar days are allowed to complete this project and caIendar days have been allowed for approved extra andfor additional work. At the close ofwork on the date specified above, ____.of the calendar days have been used and there remain _____ calendar days in which to complete the contract. Please sign all five copies in the space provided and return them to this office. One approved copy will bn returned for your files. CONTRACTOR OWNER Receipt Acknowledged, Date: BY: BY: TITLE: TITLE: Address for Correspondence: cc: Morhson-Woiede\ Inc, Order to Contractor to Suspend Work— Page 1uf1 8uspendWork.uoc Revised January 2010 ORDER TD CONTRACTOR TO RESUME WORK Federal/State Project Number Resume Work Order No. DATE: Morrison-Majerle, Inc, Project Number TO: PROJECT AND LOCATKC)N� DVVNER: ____. The Suspend Work Qrder, dated ____, directed you to suspend work on your contract, for the reasons and conditions described therein, Conditions are now favorable to the continuation of the work, you are hereby directed to resume major operations on this project effective_____ Under the terms of your contract for this project, Contract Time was E was not charged during the period work was suspended. At the close of work on the data specified in the last Suspend Work Order, of the calendar days Contract Time had been used, calendar days were charged during the period work was sunpendad, therefore, on the date this resume work order is effective, _calendar days of Contract Time remain, The (revisod) contract completion date [s 20 , Please sign all five copies in the space provided and return them to this office. One approved copy will be returned for your file, CONTRACTOR OWNER Receipt Acknowledged, Date: BY.- BY: TITLE: TITLE: Address for Correspondence: cc: Morrison-Meiede. Inc. Order to Contractor to Resume Work— Page 1of1 ResumeVork.uoc Revised January 2010 APPLICATION FOR PAYMENT (Project Cost Estimate) Page 1 of 2 pages 1. Owner's Name and Address: 5. Project Number: 2. Official.Name and Location of Project: 6.Application No, 3, Contractors Name and Address: 7.Period Ending: S. Date Prepared: 9.Percent Complete: 10.M'-M No. 4. Description of Work: 11.Odg.Contract Amount 12. Contract Time: 13. Dates 14. No. Days Contractor is A. Work to Start; B. Work Started: C. Completion Due; D. Est. or Act.Comp: Ahead: In Arrears: 15. Breakdown of Appfcation for Payment ITEM Original Proposal Revised Work Performed to Date NO. DESCRIPTION OF WORK QNTY UNIT UNIT AMOUNT QNTY AMOUNT QNTY AMOUNT % PRICE 16. CONTRACTOR'S Certification:The undersigned CONTRACTOR certifies that: (1)all previous progress payments received from OWNER on account of Work done under the Contract referred to above have been applied to discharge in full all obligations of CONTRACTOR incurred in connection with Work covered by prior Applications for Payment number 1 through_inclusive; (2) title to all Work, materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all liens, claims, security interest and encumbrances (except such as are covered by Bond acceptable to OWNER indemnifying OWNER against any such lien, claim, security interests or encumbrance) (3) all Work covered by this Application for Payment is in accordance with the Contract Documents and not defective as that term is defined in the Contract Documents; and (4) there are no claims for extra work, delays, omitted items or of any nature against the OWNER or ENGINEER not set forth herein unless expressly stated otherwise in this Application for Payment. DATE; CONTRACTOR: TITLE: SIGNATURE: 17. Payment of Amount Due CONTRACTOR(Page____)is recommended. DATE: ENGINEER: Morrison-Maierle, Inc. TITLE: SIGNATURE: Form 1 -Application for Payment C-620— Page 1 of 3 App Payment 1.doc Revised January 2010 APPLICATION FOR PAYMENT INSTRUCTIONS A. GENERAL INFORMATION The sample form of Schedule of Values is intended as a guide only. Many projects require a more extensive fmnn with space for numerous |bamo, descriptions of Change (]m]eno, identification of variable quantity adjustments, oornrnary of materials and equipment stored at the site and other information, It is expected that a separate form will be developed by Engineer and Contractor at the time Contractor's Schedule of Values is finalized. Note also that the format for naiaimage must be changed if the Contract permits (or the Xovv provides), and Contractor elects to deposit securities in lieu of rebainege Refer to Article 14 of the General Conditions for provisions concerning payment to Contractor. B, COMPLETING THE FORM The Schedule of Values, submitted and approved as provided in paragraphs 205.A.3 and 2.07.A.3 of the General Conditions should be reproduced as appropriate in the space indicated on the Application for Payment form, Note that the cost ofmaterials and equipment is often listed separately from the cost of installation. A|so, note that each Unit Price im deemed tu include Contractor's overhead and profit. All Change Orders affecting the Contract Price should be identified and included in the Schedule of Values an required for progress payments, The form is suitable for use in the Final Application for Payment as well as for Progress Payments, hovvever, the required accompanying documentation is usually more extensive for final payment, All accompanying dooumentadon should be identified in the space provided on the form. C. LEGAL REVIEW All accompanying documentation ofalegal nature, such as Lien waivers, should be reviewed by an attorney, and Engineer should so advise Owner. � ' Form 1 -Application for Payment C-628— Page 3of3 App Payment I.doc Revised January ao1O Certificate of Substantial Completion Owner's Contract No.: Project Owner: Contract: Date of Contract: Contractor: Engineer's Project No.: This[tentative](definitive)Certificate=v Substantial Completion applies to: All Work under the Contract Documents� The following specified portions: Date of Substantial Completion The Work m which this Certificate applies has been inspected by authorized representatives nf Owner, Contractor and Engineer, and found to ""substantially complete. The Date of Substantial Completion of the Project or portion thereof designated above is hereby declared and is also the date "f commencement nfapplicable warranties required by the Contract Documents. except as stated below. A[tentative] [revised tentative] [definitive] list of items to be completed or mnrrected, is attached hereto. This list may not he all- inclusive, and the failure to include any items on such fist does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. The responsibilities between ovvmER and CONTRACTOR for security, operation, safety, maintenance, heat, utilities, insurance and warranties shall be as provided in the Contract Documents except as amended as follows: ! D Amended Responsibilities Not Amended Owner's Amended Responsibilities: Contractor's Amended Responsibilities: � The following documents are attached to and made part of thisCertnicafe� This Certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is ito release of Contractor's obligation wcomplete the Work m accordance with the Contract Documents, Executed by Englneer Date Accepted by Contractor Date Accepted by Owner Date Certificate of Substantial Completion — Page 1 of azCuCC-625 Prepared^x the Engineers Joint Contract Documents Committee Susuotantia|Cump|eUun.doc Revised January oo1V CONTRACTOR'S CERTIFICATE AND RELEASE FROM.- (Contractor) TO, REFERENCE CONTRACT NUMBER entered into the day of_, 20 between — (Owner) and _ (Contractor) of— (city, state) for the purpose of (Type of Operation)within the _ (Limits of the City of{Project Location}) KNOW ALL MEN BY THESE PRESENTS: I The undersigned hereby certifies that there is due from and payable by the [insert Owner's Name] to the Contractor under the Contract and duly approved Change Orders and modifications the balance of$ 2. The undersigned further certifies that in addition to the amount set forth in Paragraph 1, there are outstanding and unsettled the following items which he claims are just and due owing by the _. (owner) (a) (b) (c) (d) (Itemize claims and amounts due. if none, so state) Contractor's Certificate and Release- Page 1 of 3 Contractors Cert and Re[ease.docx Revised May 2011 second, that he has read the foregoing certificate by him subscribed as (Title) of the (Name of Company) Affiant further states that the matters and things stated therein are, to the best of his knowledge and belief, true. (Signature) Subscribed and sworn to before me this day of 120 My commission expires (Notary) Contractor's Certificate and Release— Page 3 of 3 Contractors Cent and Release,docx Revised May 2011 SUBCONTRACTORISUPPLIER CONDITIONAL WAIVER AND RELEASE UPON FINAL PAYMENT (Subcontractor, materialman, suppliers, manufacturers and dealers to Prime Contractor) Upon receipt by the undersigned of checks from [Prime Contractor], in the sum of payable to [sub-contractorrsupplier] and when the check has been properly endorsed and has been paid by the bank upon which it is drawn, this document shall become effective to release any mechanic's lien, stop notice, right the undersigned and its subcontractor, materialman, suppliers, manufacturers and dealers for all labor, equipment and material used or furnished by each on the work on the job for [project owner] located at _ [project description and location] to the following extent: This release covers final payment for labor, services, equipment, or materials furnished to [project owner] through [date] only and does not cover any items furnished after said date, nor disputed claims for additional work in the amount of Before any recipient of this document relies on it, said party should verify evidence of payment to the undersigned. Address: Subcontractor/Supplier Signature Subcontractor/Supplier Typed Name/Title Date of Signature Subcontractor Release.doc Revised January 2010 CONSENT OF OWNER C SURETY COMPANY ARCHITECT 0 TO FINAL PAYMENT CONTRACTOR LJ AIA DOCUMENT G707 SURETY 7-1 OTHER PROJECT: (name, address) TO(Owner) ARCHITECT'S PROJECT NO: CONTRACT FOR: L � CONTRACT DATE. CONTRACTOR: In accordance with the provisions of the Contract between the Owner and the Contractor as indicated above,the (here insert name and address of Surety Company) SURETY COMPANY, on bond of(here insert name and address of Contractor) , CONTRACTOR, hereby approves of the final payment to the Contractor, and agrees that final payment to the Contractor shall not relieve the Surety Company of any of its obligations to (here insert name and address of Owner) OWNER, as set forth in the said Surety Company's bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of 20 Surety Company Signature of Authorized Representative Attest: (Seal): Title NOTE. This form is to be used as a companion document to AIA DOCUMENT G706,CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS,Current Edition AIA DOCUMENT G707 -CONSENT OF SURETY COMPANY TO FINAL PAYMENT-APRIL 1970 EDITION-AIAXj ONE PAGE V 1970 -T14E AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE,,NW,WASHINGTON,D.C.20006 Consent of Surety Company to Final Payment- Page 1 of 1 W04171063\Desiqn DocskSpecs\01027 Consent.doc 7125/12 SECTION 01010 DIVISION I - GENERAL REQUIREMENTS SUMMARY OF WORK PART1 GENERAL 1.01 GENERAL A. This section describes the project and the work to be performed under this Contract in a general summary. Detailed requirements and extent of work are stated in applicable Specification. 1.02 ORGANIZATION AND INTERPRETATION OF CONTRACT DOCUMENTS A. Specifications and Drawings which may be included in these Contract Documents, establish the performance quality requirements, location and general arrangement of materials and equipment, and establish the minimum standards for quality of workmanship and appearance. B. Specification sections have not been divided into groups for work of subcontractors or various trades. Should there be questions concerning the applicability or interpretation of a particular section or part of a section or Drawing, direct questions to the Engineer. C. Piping and electrical conduit work shown on the Drawings is intended to be depictive and may not be an exact and complete representation of the actual finished work. Include fittings, joints, supports, nuts, bolts, and other accessories required to provide complete and satisfactory piping and conduit systems, as specified, even though some items may not be specifically shown on the Drawings. D. A part of the work that is necessary or required to make each installation satisfactory and operable for its intended purpose, even though it is not specifically included in the Specifications or on the Drawings, shall be performed as incidental work as if it were described in the Specifications and shown on the Drawings. 1.03 WORK BY OTHERS A. Existing luminaries between Oak Street and Juniper Street to be removed by utility (Northwestern Energ!y). Contractor to coordinate removal with said utility. Pole base demolition is the responsibility of the Contractor. B. Existing luminaires and bases between the south 1-90 on/off ramps to be demoed by Contractor. Contractor to coordinate with the Montana Department of Transportation in regards to salvage of luminaires. C. See Section 01041, PROJECT COORDINATION. 01010 - Page 1 of 8 NAG4170630esign DocslSpecsZivision 1401010.doc 8116/12 SECTION 01010 DIVISION 1 GENERAL REQUIREMENTS SUMMARY OF WORK d. Retrofit existing "sample" luminaire at Sta. 52+11. Remove existing arm and install new decorative E2 arm. Adjust mounting locations for banner arms and plant hanger per E2 schedule. Remove existing skirt and install new decorative skirt per E2 schedule; e. Installation of two (2) galvanized Cobra Head El Luminaires mounted to existing signal standard, including associated appurtenances, conduit and wiring; f. Procurement of two (2) "replacement" decorative E2 Luminaires, including associated appurtenances. Luminaires to be delivered and stored, in original packaging, to a secure location to be determined by the Owner; g. Civil construction components. 3. Base Bid with Additive Alternate #1 generally includes: a. Removal of existing luminaire bases throughout project area; b. Removal and salvage of existing luminaires north of Oak Street; c, Installation of thirty-three (32) decorative E2 Luminaires, including associated appurtenances, bases, conduit and wiring; d. Retrofit existing "sample" luminaire at Sta. 52+11. Remove existing arm and install new decorative E2 arm. Adjust mounting locations for banner arms and plant hanger per E2 schedule. Remove existing skirt and install new decorative skirt per E2 schedule; e. Installation of two (2) decorative El assemblies mounted to existing signal standards, including associated appurtenances, conduit and wiring; f. Procurement of two (2) "replacement" decorative E2 Luminaires, including associated appurtenances. Luminaires to be delivered and stored, in original packaging, to a secure location to be determined by the Owner; g. Painting of four (,4) existing signals and two (2) new El 01010 - Page 3 of 8 W0417\0631Design DocslSpecs\DivisGon MD10.doc 8/16/12 j, SECTION 01010 DIVISION I - GENERAL REQUIREMENTS SUMMARY OF WORK 1.08 BOUNDARIES OF WORK A. The Owner shall provide land or rights-of-way for the work specified in this Contract and make suitable provisions for ingress and egress, and the Owner shall not cause the Contractor to enter or occupy with workers, tools, equipment or material, any ground outside the property of the Owner without the written consent of the Owner of such ground. The 'final location and extent of the areas to be used shall be staked by the Owner and approved by the Owner. Other Contractors and employees or agents of the Owner may for all necessary purposes enter upon the premise used by the Contractor, providing the operations of other Contractors do not interfere with the actual scheduled operations. The Contractor shall conduct his work so as not to impede unnecessarily any work being done by others on or adjacent to the site. B. It shall be understood that the responsibility for protection and safekeeping of equipment and materials on or near the site will be entirely that of the Contractor and that no claim shall be made against the Owner or the Engineer by reason of any act of an employee or trespasser. It shall be further understood that should any occasion arise necessitating access by the Owner to the sites occupied by these stored materials and equipment, the Contractor owning or responsible for the stored materials or equipment shall immediately remove same. No materials or equipment may be placed upon the property of the Owner until the Owner has agreed to the location contemplated by the Contractor to be used for storage. C. The Contractor shall be solely responsible for obtaining and shall pay all costs in connection with any additional work area, storage sites, access to the site, or temporary right-of-way which may be , required for proper completion of the work. D. The Contractor shall confine all construction operations to within said public right-of-way, easements or permit limits or, at his own expense, make special written arrangements with property owners or the appropriate public agency for use of additional area. The Contractor shall furnish Owner with copies of said written special arrangements prior to expanding his operations beyond the limits for which the owner has obtained easements or permits, 1.09 PROTECTION OF SITE A. Excepting as otherwise provided herein, the Contractor shall take all necessary precautions and provide all material and equipment to protect, shore, brace, support and maintain all public and private property in the proximity or otherwise of by the construction work performed by him, The Contractor shall remove from the site all used materials. 01010 - Page 5 of 8 NA04M0630esign Docs\Specs%Division M1010.doc 8/16112 SECTION 01010, DIVISION I - GENERAL REQUIREMENTS SUMMARY OF WORK A. All references and terminology in this Project Manual or Contract Documents to Buried or Underground Utilities shall be interpreted to be synonymous with and include all Underground Facilities. B. Any expense incurred by the Contractor as a result of conflict with aboveground facilities shall be reflected in the Contractor's bid as incidental work. C. Any expense incurred by the Contractor as a result of conflict with underground facilities shall be reflected in the Contractor's bid as incidental work. D. Section 01040, COORDINATION AND SITE CONDITIONS, and Section 02221, TRENCH EXCAVATION AND BACKFILL FOR PIPELINES AND APPURTENANT STRUCTURES contain additional requirements on underground and aboveground facilities, E. Section 02114, MPWSS, 6" Edition-, 1. Articles 3.1A & B and 4.2A shall be amended to include existing utility electrical transformer and' distribution boxes, and telephone and cable television boxes. 2. Part 4: Deleted the Measurement& Payment section. This work shall be incidental to the installation. No separate measurement or payment shall be made. F. Utility Locates: The Contractor shall contact the Montana-One Call System and secure facility-locate information prior to initiating any ground disturbance work. The Contractor is cautioned that not all utilities or underground private facilities are represented on the One Call system. The Contractor shall also contact all other utilities and private facilities owners to secure locates for their facilities. The Contractor shall be solely responsible for any damage done to underground facilities 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 companies and to keep them informed of his construction activities so that these vital facilities are fully protected and remain operational at all times. G. The following list of representatives to contact for information regarding facilities is provided to assist the Contractor. The list may not represent all utilities and facilities, which may be present which the Contractor needs to contact. 01010 - Rage 7 of 8 NA04111163IDesip T),xS1Spe,,1Divisk)n 11111110.1oc 8/16112 SECTION 01019 DIVISION 1 — GENERAL REQUIREMENTS CONTRACT CONSIDERATIONS PARTI GENERAL 1.01 SECTION INCLUDES A. Cash Allowances B. Work Sequence Schedule Restrictions/Time/Liquidated Damages C. Adverse Weather Shutdown 1.02 CASH ALLOWANCES A. None. 1.03 WORK SEQUENCE SCHEDULE RESTRICTIONS/T1 ME/LIQU I DATED DAMAGES A. General: The Contractor shall complete his work within the time stated in the AGREEMENT after the Notice to Proceed is issued. Scheduling restrictions are identified in SECTION 01040 - Coordination and Site Conditions. All references to "'Days" shall be clarified to be Calendar Days. B. Work Sequence and Schedule Restrictions: Refer to Section 01040 COORDINATION AND SITE CONDITIONS for details of specific requirements of work sequence and scheduling restrictions. C. Time: The contract time provided for the construction completion of this project is based on the Contractor working 5 days a week, 8 hours per day (40 hours per week maximum). Should the Contractor or his subcontractor desire to work more than 8 hours per day, or on the designated off days, then pre-approval to do so must be requested from the Engineer and the Owner. Neither the Engineer nor the Owner shall be under any obligation of approval of the requested extra work, and both parties must approve the request before the extended work hours beyond 8 hours per day or 40 hours per week will be permitted. For work weeks that are less than 5 days as a result of Holidays or weather delays, or should Contractor desire to work on a schedule other than five 8 hour days, an adjustment may be allowed, if requested by the Contractor and approved by Owner and Engineer, to work up,to 10 hours per day maximum for up to a 40 hour week. All work shift times of the Prime Contractor and his subcontractors shall coincide with each other to prevent extending the total hours of work in a single day. 01019- Page 1 of 3 NA041710630esign Docs\SpecsTivision 1101019.doe July 25,2012 SECTION 01019 DIVISION I — GENERAL REQUIREMENTS CONTRACT CONSIDERATIONS 1.0,4 ADVERSE WEATHER SHUTDOWN The Contractor is advised that should he request an adverse weather shut down and should such a shut down be approved by the Engineer, all work on the project shall cease. The Engineer will not be available for work inspection during such shut downs and any work completed by the Contractor during such a shut down will not be accepted by the Engineer. In no case will an adverse weather shut down be approved by the Engineer when construction work is only partially completed, unless otherwise approved by the Engineer. Where the Engineer decides it is necessary, the Contractor shall restore all utility services to users in the construction area, and open up traffic access in the construction area. The Contractor shall also provide periodic road maintenance during this shut down period. Materials for this maintenance shall be consistent with the conditions of the roadway. Paved streets shall be maintained with temporary cold mix, and gravel streets shall be maintained with gravel, each of thicknesses satisfactory to carry the traffic without development of surface irregularities. Any costs related to the road maintenance of the above will be the responsibility of the Contractor at no additional cost to the Owner, The Owner shall reserve the right to order a seasonal shutdown if the work cannot be performed in a manner to comply with the specifications, as a result of seasonal weather, or if there are reasonable expectations that pubs lic services will be adversely affected if a shutdown is not ordered. A typical seasonal shutdown would occur from November 1 thru April 1 on projects involving water mains and: large volume paving. This condition is considered typical for construction projects of this region, and no claim for project delays shall be made by the Contractor in the event of a seasonal shutdown. PART 2 PRODUCTS Not used DART EXECUTION Not used END OF SECTION 01019 01019-Page 3 of 3 NA041710630esign Docs\SpecsUvision M1019,doc July 25,2012 SECTION 01025 DIVISION 1 - GENERAL REQUIREMENTS MEASUREMENT AND PAYMENT PARTI GENERAL 1.01 SECTION INCLUDES A. Scope B. Bid Prices C. Definitions D. Estimated Quantities E. Measurement Procedures F. Basis of Measurement and Payment 1.02 SCOPE A. This section describes the method of measurement and basis of payment for all work covered by the Contract Documents. B. For the purposes of this Contract, this Measurement and Payment Section shall govern and take precedence overall other references to measurement and payment (with exception to the Supplementary Provisions and any Addenda) referenced in these specifications or the Montana Public Works Standard Specifications (MPWSS), Sixth Edition, April 20,10 with the modifications,and additions provided in the City of Bozeman Modifications to Montana Public Works Standard Specifications, Sixth Edition, dated March 31, 2011. 1.03 BID PRICES: A. The bid price for each item of the Contract in the Bid Form, shall cover all work shown on the drawings and required by the specifications and other ContractN� Documents. All costs in connection with the work, including furnishing all materials, equipment, supplies and appurtenances; providing all required construction support plants, equipment, and tools; constructing and maintaining clewatering systems; performing , all necessary labor and supervision to fully complete the work, and all sales and use and contractor taxes, license and permit costs and fees, shall be included in the unit and/or lump sum prices bid in the Bid Sheet Schedules. The amounts shown on the Bid Sheet Schedules shall be the contract price, B. No item that is required by the Contract Documents for the proper and successful completion of the work will be paid for outside of, or in addition to, the prices submitted in the bid. All work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of the Contractor and all costs in connection therewith shall be included in the prices bid. 01025 - 1 SECTION 01025 DIVISION 1 - GENERAL REQUIREMENTS MEASUREMENT AND PAYMENT Item 101, 201 - Mobilization and Demobilization Shall include moving equipment to and from the project site and other necessary associated work items. Payment will be at the lump sum bid price with 50 percent to be paid when mobilizing to begin construction and the remaining 50 percent to be paid following completion and acceptance of the contract work. The bid price for this item cannot exceed three percent of the total bid. Item 102, 2012 - Taxes, Bonds, and Insurance and Administration Shall include any and all taxes, bonds, and insurance costs in relation to this project together with and fees,, permits, licenses, and incidental regulatory costs assessed by local, state or Federal agencies as required for successful completion of this project. This item shall be paid 50 percent upon mobilizing to begin construction if the bid price for this item is equal to or less than 5 percent of the total price. For the second 50 percent of the bid amounts plus that portion of taxes, bonds, and insurance price greater than 5 percent, if any, payment of the second 5,0 percent and the excess greater than 5 percent shall be paid in increments on the basis of the percentage of work completed at each progress estimate. PART 2 PRODUCTS (Not Used) FART EXECUTION (Not Used) END OF SECTION 01025 01025 - 3 SECTION 01027 DIVISION I — GENERAL REQUIREMENTS APPLICATIONS FOR PAYMENT PART 1 GENERAL 1.01 SECTION INCLUDES A. Format B. Preparation of Applications C. Submittal Procedures D. Final Payment Application E. Substantiating Data 1.02 FORMAT A. Use the Periodic Estimate Form supplied in either this Project Manual or approved by the Engineer including continuation sheets when required. B. For each item, provide: Amount completed to date for individual items. For materials on hand provide item description, relation of material to individual bid item, dollar value of material stored and dollar value of material in place. The amount allowed for material stored shall not exceed the value of material remaining to be installed less the value of installation. C. Change order items shall not be included in requests for payment until approved by Owner and Engineer. Payment requests for change order items shall be made on Engineer supplied forms similar to payment requests for original work items. 1.03 PREPARATION OF APPLICATIONS A. Present required information for preparation of progress payments in either typewritten or legibly handwritten form. B. Review all requests for payment with Resident Project Representative (RPR). Obtain concurrence of quantities with RPR prior to submitting request for payment to Engineer. C. Upon receipt of processed pay request from Engineer, execute pay request, claim forms (if any) and certification by signature of authorized officer. D. List each authorized Change Order on individual change order request form provided by Engineer, 1,04 SUBMITTAL PROCEDURES A. Submit one copy of each Application for Payment to Engineer. 01027 - 1 SECTION 01027 DIVISION I — GENERAL REQUIREMENTS APPLICATIONS FOR PAYMENT PART 3 EXECUTION Not Used'! END OF SECTION 01027 01027 - 3 SECTION 01035 CHANGE ORDER DIVISION I - GENERAL REQUIREMENTS PROCEDURES PART1 GENERAL 1.01 SECTION INCLUDES A. Submittals. B. Documentation Necessary for Change in Contract Price and Contract Time. C. Change in Work Procedures. D. Work Directive Change. E. Stipulated Sum Change Order. F. Reconciling/Balancing Change Order. G. Unit Price Change Order. H. Time and Material. I. Execution of Change Orders. J. Correlation of Contractor Submittals, 1,02 RELATED SECTIONS A, Section 01150 - Measurement and Payment B. Section 01300 - Submittals. C. Section 01600 -Product Shipment, handling, Storage, and Protection. D. Section 01700 - Contract Closeout. 1.03 SUBMITTALS A. Submit name of the individual authorized to receive change documents, sand be responsible for informing others in CONTRACTOR's employment or Subcontractors of changes to WORK. B. Change Order Forms: ENGINEER Supplied Change Order Form. 1.04 DOCUMENTATION NECESSARY FOR CHANGE IN CONTRACT PRICE AND CONTRACT TIME A. Maintain detailed records of work done on a time and material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs of changes in WORK. B. Document each quotation for a change in cost or time with sufficient data to allow evaluation of the quotation. C. On request, provide additional data to support computations: 1. Quantities of products, labor, and equipment. 2. Taxes, insurance and bonds. 3. Overhead and profit. 01035 - Page I of 4 N:104171t MIDesign Docs\SpecsOlvision 1101035.doe July 25,2012 SECTION 01036 CHANGE ORDER DIVISION I - GENERAL REQUIREMENTS PROCEDURES E. Change orders will be paid according to the General Conditions, except the overhead and profit allowance shall apply only to labor and materials. F. Equipment charges shall be figured on the monthly rates of"The DataQuest Rental Rate Blue Book", latest edition, divided by 173 to figure the hourly rate, with no overhead and profit allowance allowed, G. No additional or deduction of costs will be incorporated into each change order for costs associated with CONTRACTOR's taxes, bonds and insurance. As these items are reflective of the overall project cost, a final change order may be initiated by either party to recover costs or savings associated with the projects final construction cost. 1.07 WORK DIRECTIVE CHANGE A. When ENGINEER issues a Work Directive Change, signed by OWNER, it shall instruct CONTRACTOR to proceed with a change in WORK, for subsequent inclusion in a Change Order. B. The document will describe changes in WORK, estimated cost, and will J designate method of determining any change in Contract Sum/Price or Contract Time. C. CONTRACTOR shall promptly execute the Change in WORK. 1.08 STIPULATED SUM CHANGE ORDER A. Based on a Proposal Request or the issuance of a Work Directive Change at CONTRACTOR's imaximum price quotation, or; B Based on CONTRACTOR's request for a Change Order as approved by ENGINEER. 1.09 UNIT PRICE CHANGE ORDER A. When based' on predetermined unit prices and quantities, the Change Order will be executed in accordance with the fixed unit prices defined in the Agreement. B. When based on unit costs or quantities of units of work which are not predetermined, the Change Order Work will be executed under a Work Directive Change. 01035 - Page 3 of 4 NA041710630esign DOWSpecMIDivisim 1101035.doc July 25,2012 SECTION 01040 COORDINATION AND DIVISION 1 - GENERAL REQUIREMENTS SITE CONDITIONS PART I GENERAL 1.01 SECTION INCLUDES A. Requirements for coordinating and sequencing the work under the Contract, and requirements regarding existing site conditions. B. Requirements for cutting and patching of new and existing work. 1.02 JOBSITE COORDINATION A. Coordination with Other Work: Coordination with the other utility contractor, if applicable. B. Owner may perform additional work related to this project himself, or he may let other direct contracts therefore which shall contain General Conditions and General Requirements similar to these. Contractor shall afford the other contractors who are parties to such direct contracts, (or Owner if he is performing the additional work himself), reasonable opportunity for the introduction and storage of materials and equipment and execution of work, and shall properly connect and coordinate his work with theirs. C. If any part of Contractor's work depends on proper execution or results from the work of any such other contractor (or Owner), Contractor shall inspect and promptly report to Owner and Engineer in writing any defects or deficiencies in such work that renders it unsuitable for such proper execution and results. His failure to so report shall constitute an acceptance of the other work as fit and proper for the relationship of his work except as to defects and deficiencies which may appear in the other work after the execution of his work. D. Contractor shall do all cutting, fitting, and patching of Ihis work that may be required to make its several parts come together properly and fit it to receive or be received by such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering their work and will only cut or alter their work with the written consent of the Engineer and of the other contractors whose work will be affected. E. If the performance of additional work by other contractors or Owner is not noted in the Contract Documents prior to the execution of the Contract, written notice thereof shall be given, to Contractor prior to starting any such additional work. If Contractor believes that the performance of such additional work by Owner or others involves him an additional expense or 01040 - Page 1 of 12 NA04171063TESIGN DOMSPEC801VISION 11010401.DOC July 25,2412 SECTION 01040 COORDINATION AND DIVISION 1 - GENERAL REQUIREMENTS SITE CONDITIONS 5. Cutting and Patching: a. Written notice requesting consent to perform cutting which may affect structural safety or normal functioning of existing facilities. b. Recommendations indicating changed conditions, alternative materials or methods, time when uncovered work may be observed, and other information necessary to evaluate substitutions when work conditions necessitate change of materials or methods. 6. Detailed schedule of proposed sequence of work meeting the requirements of this section and Section 01300, SUBMITTALS, Schedule shall clearly identify all interfacing work and dates that existing facilities must be modified, connected to, andfor taken out of service. 1.04 SITE CONDITIONS A. Information on Site Conditions. I General: Information obtained by the Owner regarding site conditions, topography, subsurface information, groundwater elevations, existing construction of site facilities as applicable, and similar data . is included in the Contract Documents or will be available for inspections at the office of the Engineer or Owner upon request. Such information is offered as supplementary information only. Neither the Engineer nor the Owner assumes any responsibility for its accuracy or completeness or for the Contractor's interpretation of such information, 2. Subsurface Information: Subsurface investigations at the site have been provided within this project manual. 3. Topographic elevations are included in the Drawings. 4. Control Points-, Contractor shall check existing and establish, new (if desired) vertical and horizontal survey control, points on structures and improvements located in the vicinity of the work prior to beginning work. Contractor shall check the points for movements when directed by the Engineer. Furnish Engineer with copies of survey notes for each survey and a copy of the layout of survey control points. 01040-Page 3 of 12 NA0417W63DESIGN DOCSWECSTIVISION M1040DOC July 25,2012 SECTION 01040 COORDINATION AND DIVISION 1 - GENERAL REQUIREMENTS SITE CONDITIONS company representative and any other security personnel on-site. 2. Contractor's Responsibilities: a. Where Contractor's operations could cause damage or inconvenience to telephone, television, power, rail, gas, water, sewer, or irrigation systems, the Contractor shall make arrangements necessary for the protection of these utilities and services. Replace existing utilities removed or damaged during construction with equal or better materials, unless otherwise provided for in these Contract Documents. b. Notify utility offices that are affected by construction operations at least 48 hours in advance. Under no circumstances expose any utility without first obtaining permission from the appropriate agency. Once permission has been granted, locate, expose, and provide temporary support for the utilities. C. Protect all utility poles from damage. If interfering utility poles will be encountered, notify the utility company at least 48 hours in advance of construction operations to permit necessary arrangements with the utility company for protection or relocation of the interfering poles. d. Contractor shall be solely and directly responsible to owner and operator of such properties for damage, injury, expense, loss, inconvenience, delay, suits, actions, or claims of any character brought because of injuries or damage which may result from construction operations under this Contract. e. Neither Owner nor its officers or agents shall be responsible to Contractor for damages as a result of Contractor's failure to protect utilities encountered in the work. f. In event of interruption to domestic water, sewer, storm drain, or other utility services as a result of accidental damage due to construction operations, promptly notify the Owner and/or proper authority. Cooperate with Owner and said authority in restoration as promptly as possible and pay for repair. Prevent interruption of utility service unless granted by the utility owner. 101040- Page 5 of 12 NA0417\0630ESIGN DOCS1SPECSVVISION 1\01040,DOC July 25,24312 SECTION 01040 COORDINATION AND DIVISION I - GENERAL REQUIREMENTS SITE CONDITIONS 1 Preserve and protect survey monuments and markers throughout construction. If damage occurs or removal becomes necessary, immediately notify Engineer and restore monument or marker to original condition, 2. Preserve private and public monuments that are found. If monument must be removed, replace at original locations using a registered land surveyor. Notify Engineer when monuments are encountered. If government monuments are encountered, reference the monument for later replacement and provide 10-day advance notification to Engineer who will notify the proper authority. F. Connecting to Existing Facilities: Unless otherwise shown or specified, determine methods of connecting new work to existing facilities, and obtain Engineer's review and acceptance of connections: 1. Determine location, elevation, nature, materials, dimensions, and configurations of existing facilities where necessary for connecting new work. 2. Inspect existing record drawings and shop drawings, conduct exploratory excavations and field inspections, and conduct similar activities as needed. 3. Shutdown of Owner's existing facility prior to connection, if necessary, shall be by Owner as specified hereinafter, G. Erosion and Dust Control On-Site- 1. The Contractor shall, be responsible for reducing soil erosion and dust due to wind or water to a level meeting federal, state, and local regulations at the construction site. Control measures that may be required include, but may not be necessarily limited to, the following: a. Suspending excavation during high winds or rain. b. Minimizing land exposure in area and time. C. Covering erodible areas as quickly as possible with gravel landscaping or by compaction. d. Retaining existing vegetation where possible. e. Prohibiting clearing or grubbing until a firm construction schedule is known. f. Stabilizing construction site soils. 011040- Page 7 of 12 NA041740630ESIGN DOMSPECS01VISION 1401040.DOC July 25,2012 SECTION 01040 COORDINATION AND DIVISION I - GENERAL REQUIREMENTS SITE CONDITIONS requires the temporary shutdown and/or bypass pumping of any existing operations of utilities shall be planned in detail with appropriate scheduling of the work and coordinated with the Owner and Engineer. The schedule for shutdown or restart shall be given by written advance notice in order that the Owner or Engineer may witness the shutdown, tie-in, and startup, 3. All materials and equipment (including emergency equipment) necessary to expedite tie-ins shall be on hand prior to the shutdown of existing services or utilities. 4. Unless otherwise specified or indicated, Contractor shall make necessary connections to existing facilities including manholes, structures, pipelines, and utilities such as gas and electric. In each case, Contractor shall obtain permission from the Owner or the owning utility prior to under taking connections. Contractors shall protect facilities against deleterious substances and damage. 5. Connections to existing facilities which are in service shall be thoroughly planned in advance, and all required equipment, materials and labor shall be on hand at the time of undertaking the connections. All equipment, material and labor that the Contractor plans to have available shall be coordinated with the Owner and Engineer in order to ensure the work is done in the minimum amount of time. B. Notification of Residents, Tenants and Property Owners: The Contractor shall notify residents, tenants and property owners of upcoming construction at least five (5) days but no more than ten (1 g) days before construction is expected to begin adjacent to their property or in any location that will directly affect the use of their property. This notification shall be made by delivering a written notice to the residents, tenants, or property owners on a form approved by the Owner. The notice form shall include the project name and address of the Contractor, along with a daytime and emergency contact person and' phone number for the Contractor's representative and the Engineer's representative, C. Time of Work: 1. No work shall be done between 7:00 p.m. and 7:00 a.m., nor on Saturdays, Sundays or legal holidays, without the written permission of the Owner. However, maintenance or emergency work during these hours may be done without prior permission. If Contractor for convenience should desire to carry on work at night or outside regular working hours (7:00 a.m. — 7:00 p.m.), between 01040 - Page 9 of 12 M0417\063TESIGN DOMSPECSOM&ON 1\01040.Doc July 25,2012 SECTION 01040 COORDINATION AND DIVISION 1 GENERAL REQUIREMENTS SITE CONDITIONS 4. Materials for replacement of work removed shall comply with applicable sections of these Specifications for corresponding type of work to be done. 5. Provide all tools and equipment required to accomplish cutting and patching. B. Inspection and Preparation: 1.. Inspect existing: conditions of work, including elements subject to movement or damage during cutting, patching, excavating, and backfilling. 2. After uncovering work, inspect conditions affecting installation of new products. 3. Prior to cutting, provide safety protection. C. Procedures: 1. Execute fitting and adjustment of products to provide finished installation to comply with specified tolerances and finishes. 2. Execute excavating and backfilling as specified in Section 02221, TRENCH EXCAVATION AND BACKFILL FOR PIPELINES AND APPURTENANT STRUCTURES. 3. Restore work which has been cut or removed; install new products and provide completed work in accordance with specified requirements. 4. Restore structures and surfaces damaged that are to remain in the completed work including concrete- embedded piping, conduit, and other utilities. 5. Make restorations with new materials and appropriate methods as specified for new work of similar nature; if not specified, use best recommended practice of manufacturer or appropriate trade association. 6. Restore damaged work so there is a secure and intimate bond or fastening between new and old work, Finish restored surfaces to such planes, shapes, and textures that no transition between new and old work is evident in finished surfaces. 01040 - Page 11 of 12 NA0417TMDESIGN DOCSNSPECSOMSION 1101040.DOC July 25,2012 SECTION 01041 DIVISION 1 - GENERAL REQUIREMENTS PROJECT COORDINATION PART 1 GENERAL 1.01 DESCRIPTION: This section describes requirements for coordinating and sequencing the work under the Contract, requirements regarding existing site conditions, and requirements for cutting and patching of new and existing work. 1.02 PRE-CONSTRUCTION CONFERENCE A. After the contract has been awarded, but before the start of construction, a Preconstruction Conference will be held for the purpose of discussing requirements on such matters as project supervision, construction staking, submittals, on-site inspections, progress schedules and reports, payrolls, payments to Contractors, contract Change Orders, insurance, safety, and other items pertinent to the project. The Contractor shall arrange to have all supervisory personnel connected with the project on hand to meet with representatives of the Owner and the Engineer. B. At the Preconstruction, Conference, the Contractor shall submit a complete construction schedule showing the weekly schedule of work. The format shall be such that the schedule can be used to show actual progress of the work so that schedule adjustments, if required, can be easily made. The Contractor shall schedule all work under this contract to be completed within the contract time specified in these documents. C. The Contractor's construction schedule will be reviewed in detail at the Preconstruction Conference by representatives,of the Owner, Engineer and Contractor. The Contractor shall make final adjustments, if any, to the construction schedule following the conference and submit the revised construction schedule within seven (7) days to the Engineer for final approval. 1.03 PROJECT MEETINGS OR REPORTS A. Preconstruction Conference: A preconstruction conference will be scheduled after the Notice of Award. B. Progress Meetings: The Owner may schedule regular progress meetings approximately every one to two weeks to review work progress, schedules, and other matters needing discussion and resolution, At a minimum, each meeting must be attended by the Contractor's project manager or field superintendent. B. Progress Reports:, A monthly progress report shall be provided with an updated schedule by the Contractor prior to the submission of the application for progress payment. No progress payments shall be made to the 01041 —Page 1 of 3 NA0417\0630esign DocsNSpecs\Division IW1041.doc July 25,2012 SECTION 01041 DIVISION 1 GENERAL REQUIREMENTS PROJECT COORDINATION 1 Connections to existing facilities or utilities, or other work that requires the temporary shutdown of any existing operations of utilities shall be planned in detail with appropriate scheduling of the work and coordinated with Owner and Engineer. The schedule for shutdown or restart shall be given by written advance notice in order that the Owner or Engineer may witness the shutdown, tie-in, and startup. 2. The City of Bozeman Water Department personnel shall operate all existing water valves. At no time is the Contractor to operate any existing facility valves. The Contractor shall be solely responsible for operation and maintenance of the temporary bypass piping and adjusting flows as requested by the City. 3. Connections to existing facilities, which are in service, shall be thoroughly planned in advance and all required equipment(including emergency equipment), materials, and labor shall be on hand at the time of undertaking the connections. Work shall proceed continuously, around the clock if necessary, to complete connections in the minimum time. PART 2 PRODUCTS (Not Used) PART EXECUTION (Not Used) PART 4, MEASUREMENT AND PAYMENT (Not Used) END OF SECTION 01041 01041 —Page 3 of 3 NA0417\0630esign Docs\Specs\DVsbn 1\01041 A= Juiv 25,2012 SECTION 01050 DIVISION I — GENERAL REQUIREMENTS FIELD ENGINEERINGISURVEY PARTI GENERAL 1.01 SECTION INCLUDES A. Quality Control B. Submittals C. Examination D. Survey Reference Points E. Engineer - Surveys/Staking F. Contractor - Surveys/Staking G. Engineering Forms Concrete Pour Checklist Form Request for Staking Form H, Project Record Documents 1.02 QUALITY CONTROL A. Employ a Land Surveyor registered in the State of Montana, an experienced party chief or an engineering technician versed in construction layout and construction staking. Person employed must be suitable for the work proposed. 1.03 SUBMITTALS A. If requested by Owner or Engineer, provide 1 copy of survey notes to the Engineer within 24 hours of staking. Submit in accordance with Section 0!13010. 1.04 EXAMINATION A. Verify locations of survey control points prior to starting work. B. Promptly notify Engineer of any discrepancies discovered, 1.05 SURVEY REFERENCE POINTS A. Contractor to locate and protect survey control and reference points. B. Protect survey control points prior to starting site work; preserve permanent reference points during construction. C. Promptly report to Engineer the loss or destruction of any reference point or relocation required because of changes in grades or other reasons. Section 01050 Page 1 of 3 NA04171063\Design Docs\Specs\Div1s1on 1101050.doc 7125/12 SECTION 01050 DIVISION 1 — GENERAL REQUIREMENTS FIELD ENGINEERING/SURVEY The Contractor shall complete and submit the appropriate forms to the Engineer during the course of the work. 1.11 PROJECT RECORD DOCUMENTS A. Contractor to maintain a complete and accurate log of control and survey work as it progresses. B. Contractor to submit Record Documents under provisions of Section 01700. PART 2 PRODUCTS Not Used PART EXECUTION Not Used END OF SECTION 01050 Section 01050 Page 3 of 3 81A0417\0630esign Docs\SpecsDivision 1\01050.doc 7/25/12 CONCRETE POUR CHECKLIST FORM Form Requirements: I - Contractor to complete this form in triplicate for each concrete pour. No concrete shall be poured without a completed AConcrete Pour Checklist Form@. 2 - Following Contractor=s completion of pour preparation, this form to be filled out where applicable by Contractor and issued to Engineer a minimum of 24-hours prior to time of desired pour. 3 - Engineer to complete his inspection and return 1 copy to Contractor within 24 hours of the time of receipt. 4 - Concrete ordered: prior to approval of the Engineer=s inspection of the work shall be at the Contractor=s risk. Project: Contractor: Concrete Sub-Contractor: Concrete Supplier: Concrete Mix: Received by Engineer: (Time I Day) (Engineer=s Signature) Pour Description: Volume of Pour: CY Time of Desired Pour* Date: Hour: Pour Checklist Contractor Engineer Comments (Initial when complete) (initial when approved) Subgrade: Compaction Gravel Forms: Dimensions, Grade Rebar/Mesh Imbeds Pre-formed Joint Filler Other: (specify) Blankets Required (Yes/No) Curing Compounds (Yes/No) Signature that pour is ready for inspection: (Contractor) Authorization for pour: (Time/Day) (Engineer=s Signature) NA0417WOOESIGN DOC&SPECSWIVISION 11CONCRETEDOC March 15,.1'909 i l 0 a U) da w z w � 0 zE KD Lkii uj w < ,3 4 w a LLB w O F- 0 .0 w LLI c r z UJ a � a- Lc!! ns ua rt Lo z. ? cinch _ 0 LLl0 2E U r ` uj I Cw I- U crs � (n E L5 z a v ma = C5 (n LLL w 0 � N = c - is Kd O Q 4 � ��to .+ c � z U} c o L3 w E C 0 C� w sa w a u 0 L, Fo U) J co uj�', E 94 u �- rn LJ) U.C) LL'+`.+`+' w n U. K. m D C C O n z a m UJ 0 UZ uj uj L!7 '�- v c' ° E w ui w w � z° v co �� LL1 C5 a p z I 0 LL4 U LLD Ui(n CL w In u on w m @c±77 w W 0 J z LL. [L1 o 0 LLI q '9 a� a LZ w 0 ... LU ¢ F-- CL L LU z z z U) 0 LL! d' Z F- 0 U3 z ? w 1' 0. 06 0 d d 0 W z z UJ LM 0 w F- UJ U) „.. Z Z cu mra L U CL w 0L z 2 LLl SECTION 01300 DIVISION 1 - GENERAL REQUIREMENTS SUBMITTALS P'ART1 GENERAL 1.01 SECTION INCLUDES A. Submittal procedures. B. Construction progress schedules. C. Proposed products list. D. Shop drawings. E. Samples and Test Specimens F. Quality Control Submittals J. Manufacturers' instructions, K. Manufacturers certificates. L. Record Drawings 1.02 RELATED SECTIONS A. Section 01040, COORDINATION AND SITE CONDITIONS regarding submittal of a Construction Sequencing and Bypass Plan. B. Section 01400, QUALITY CONTROL AND OWNER QUALITY ASSURANCE regarding Manufacturers' field: services and reports. C. Section 01600, MATERIAL AND EQUIPMENT regarding substitutions. D. Section 01700, CONTRACT CLOSEOUT regarding contract closeout submittals. 1.03 SUBMITTAL PROCEDURES A. Submittal Register: The Contractor shall submit to the Engineer a register indicating the required submittal data and his proposed submittal dates for all equipment and materials for which a submittal is required. The register shall be submitted to the Engineer by the Contractor within fifteen (15) working days after the date of the Notice of Award, 31300- Page 1 of 13 NA041710 Mesign Docs15pecs0visjon 1101300.doc July 2 5,2012 SECTION 01300 DIVISION 1 GENERAL REQUIREMENTS SUBMITTALS delays caused thereby shall be the total responsibility of the Contractor. b. Data shown shall be complete with respect to quantities, dimensions, specified performance and redesign criteria, materials, and similar data to enable Engineer to review the information. c, Submitted data shall be fully sufficient in detail for determination of compliance with the Contract Documents. 8. Before submission of each submittal, determine and verify quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers, and similar data with respect thereto; review and coordinate each submittal with other submittals, requirements of the work, and Contract Documents. 9. At the time of each submission, give Engineer specific written notice of each variation that the submittal may have from the requirements of the Contract Documents; in addition, make specific notation on each shop drawing submitted to Engineer for review and approval of each such variation. 10. Engineer's review will be only for conformance with the design concept of the project and for compliance with the information given in the Contract Documents, not extending to means, methods, techniques, sequences, or procedures of construction (except where a specific means, method, technique, sequence, or procedure of construction is indicated in or required by the Contract Documents) nor to safety precautions or programs incident thereto. The review of a separate item as such will not indicate review of the assembly in which the item functions. 11. Engineer's review of submittals shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has in writing called Engineer's attention to each such variation at the time of submission, and Engineer has given written approval of each such variation by a specific written notation thereof incorporated in or accompanying the shop drawing or sample approval; nor will any approval by Engineer relieve Contractor from responsibility for errors or omissions in the shop drawings or from responsibility for having complied with the provisions therein, 12. Where a shop drawing or sample is required by the Specifications, related work performed prior to Engineer's review and approval of the 01300-Page 3 of 13 NA0417\0630esign Docs\SpecsUvision 1\01300.doc July 25,2012 SECTION 01300 DIVISION 1 GENERAL REQUIREMENTS SUBMITTALS 7, Schedule submittals to expedite the project, and deliver to Morrison- Maiefle, Inc. 2880 Technology Blvd, West, P.O. Box 1113, Bozeman, Montana, 59771. Coordinate submission of related items. 8. Identify variations from Contract Documents and product or system limitations which may be detrimental to successful performance of the completed work. 9. Provide space for Contractor and Engineer review stamps. 10. Revise and resubmit submittals as required, identify all changes made since previous submittal. 11. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions. 12. Submittals will be acted upon by Engineer and transmitted to Contractor not later than 20 regular working days after receipt by Engineer. Shop,drawings shall be submitted insufficient time to allow the Engineer not less than 20 regular working days for examining the shop drawings. 13. It is intended that the Engineer will, upon review, mark the shop drawings as appropriate. When, shop drawings have been reviewed by the Engineer, copies will be returned to the Contractor appropriately annotated. a. If major changes or corrections are necessary, the shop drawings may be rejected with such changes or corrections indicated. The Engineer will retain two copies and the remaining copies will be returned to the Contractor. Correct and resubmit the shop drawings in the same manner and quantity as specified for the original submittal, unless otherwise directed by the Engineer, If changes are made by the Contractor(in addition to those requested by the Engineer) on the resubmitted shop drawings, such changes shall be clearly ,explained in a transmittal letter accompanying the resubmitted shop drawings. b. Upon approval, or approval with required corrections noted, one annotated copy will be retained for the Owner and one copy will be kept by the Engineer. The remaining annotated copies provided will be given to the Contractor. 01300- Page 5 of 13 NA0417\0630esign DocskSpers\Division IN01300.doc July 25,2012 SECTION 01300 DIVISION I r GENERAL REQUIREMENTS SUBMITTALS 2. Shop drawings, as defined herein, consist of all drawings, diagrams, illustrations, schedules, and other data which are specifically prepared by or for Contractor to illustrate some portion of the work; and all illustrations, brochures, standard schedules, performance charts, instructions, diagrams, and other information prepared by a manufacturer and submitted by Contractor to illustrate material or equipment for distinct portions of the work. If 1 Submittal of incomplete or unchecked shop drawings will not be acceptable. Shop drawing submittals which do not clearly show Contractor's review stamp or specific written indication of Contractor review will be returned to Contractor for resubmission. 4. Submittal of shop drawings not required under these Contract Documents and not shown on the Submittal Register will be returned to the Contractor unreviewed and unstamped by the Engineer. B. Shop Drawing Contents: 1!. Shop drawings referred to herein shall include shop drawings and other submittals for both shop and field-fabricated items. In addition, the Contractor shall submit, as applicable, the following for all prefabricated or manufactured structural, mechanical, electrical, plumbing, process systems, and equipment: a. Shop drawings or equipment drawings, including dimensions, size and location of connections to other work, and weight of equipment. b. Catalog information and cuts. C. Installation or placing drawings for equipment, drives, and bases. d. Supporting calculations for equipment and associated supports specified to be designed by equipment manufacturers or suppliers. e. Wiring and control diagrams of systems and equipment. f. Complete manufacturer's specifications, including materials description and paint system. 9. List of special motor features being provided (i.e. space heater, altitude corrections, thermal protectors, etc.). h, Performance data and pump or mixer performance curves. 01300- Page 7 of 13 NA0417%063\Deslgn Docs\Specs\Djvision M1300.doc July 25,2 012 SECTION 01300 DIVISION I - GENERAL REQUIREMENTS SUBMITTALS 1.07 SAMPLES AND TEST SPECIMENS A. Where required in the Specifications, and as determined necessary by Engineer, submit test specimens or samples of materials, appliances, and fittings to be used or offered for use in connection with the work. Include information as to their sources, prepay cartage charges, and submit such quantities and sizes for proper examination and tests to establish the quality or equality thereof, as applicable. B. Submit samples and test specimens in ample time to enable Engineer to make tests or examinations necessary, without delay to the work. C. Submit additional samples as required by Engineer to ensure equality with the original approved sample and/or for determination of Specification compliance. D. Laboratory tests and examinations that Owner elects to make in its own laboratory will be made at Owner's cost except that if a sample of any material or equipment proposed for use by Contractor fails to meet the Specifications, Contractor shall bear cost of testing subsequent samples. E. Test required by the specifications to be performed by an independent laboratory shall be made by a laboratory licensed or certified in accordance with state statutes. 1. See Section 01400, QUALITY CONTROL AND OWNER QUALITY ASSURANCE for requirements. 2. Submit certified test results of specified tests in duplicate to Engineer. F., Samples and laboratory services shall be at the expense of Contractor and included in the prices bid for the associated work. G. Approved sample items (fixtures, hardware,, etc) may be incorporated into the work upon approval and when no longer needed by Engineer for reference. 1.08 QUALITY CONTROL SUBMITTALS A. Manufacturers' Certification of Proper Installation: Where manufacturer's certification is required in the Specifications, the manufacturer shall provide certification stating the following: 1. 1 The product or system has been installed in accordance with the manufacturer's recommendations. 01300 - Page 9 of 13 W0417\063\Design Docs\Specs\D1vWon 1101300.doc July 25,2012 SECTION 01300 DIVISION I - GENERAL REQUIREMENTS SUBMITTALS 2. Necessary equipment systems and subsystems have been checked for proper installation, started, and successfully tested to indicate they are operational. 3. Adjustments and calibrations have been made. 4. The systems and subsystems are capable of performing their intended functions. 5. The facilities are ready for performance testing, or for startup and intended operation, as applicable. 6. The manufacturer has reviewed and acknowledged this certification. Where several manufacturers have furnished equipment in a system, obtain each manufacturer's review and acknowledgment of its respective equipment as part of a functional test for the overall system. D. Performance Test Reports: Prepare and submit performance test reports where specified for equipment and systems. 1.09 MANUFACTURER'S INSTRUCTIONS A. When specified in individual specification Sections, submit manufacturers' printed instructions for delivery, storage, assembly, installation, adjusting, and finishing, in quantities specified for product data. B. Identify conflicts between manufacturers' instructions and Contract Documents. 1.10 MANUFACTURER'S CERTIFICATES A. When specified in individual specification Sections, submit manufacturers' certificate to the Engineer for review. B. Indicate that the material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. C. Certificates may be recent or previous test results on the material or product, but must be acceptable to Engineer. 1.11 RECORD DRAWINGS A. Maintain on site, one set of the following record documents; record actual revisions to the Work: 01300- Page 11 of 13 NA041710630esign Docs\SpecsUvision 1101300.doc July 25,2012 SECTION 01300 DIVISION 1 - GENERAL REQUIREMENTS SUBMITTALS PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF SECTION 01300 01300- Page 13 of 13 NA04171O631Design DoWSpecsVDivision 1101300-doo July 25,2012 SECTION 01400 ONTRACTOR QUALITY CONTRCDIVISION 1 - GENERAL REQUIREMENTS ACID OWNER QUALITY ASSURANE PART I GENERAL 1.01 SECTION INCLUDES A. Related Sections B. Quality Assurance/Control of Installation C. Substitutions D. Inspections and Testing Laboratory Services E. Engineering Services, Materials and Control Testing 1.02 RELATED SECTIONS A. Section 1300, SUBMITTALS, Submission of Manufacturers' Instructions and Certificates 1.03 REFERENCE STANDARDS A. Should specified reference standards conflict with the Contract Documents, request clarification from the Engineer before proceeding. B. The contractual relationship of the parties to the Contract shall not be altered from the Contract Documents by mention or inference in any reference document. 1,03 QUALITY ASSURANCE/CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality. B. Comply with all specified standards and requirements in this Project Manual as a minimum quality for the work. C. Obtain copy of and comply fully with manufacturers' instructions, including each step in installation or construction sequence. Should: the manufacturers' instructions conflict with the Contract Documents, request a clarification from-the Engineer Ibefore proceeding. D. Perform work using persons qualified to produce workmanship of specified quality. 014o0,-Page 1 of 7 NA041710630esign Docs\SperasUvision 1101400.doc July 25,2012 SECTION 01400 CONTRACTOR QUALITY CONTROL DIVISION I -GENERAL REQUIREMENTS AND OWNER QUALITY ASSURANCE will be charged to the Contractor by deducting the inspection or 'testing charges from his Progress Payment. 1.06 ENGINEERING SERVICES, MATERIALS AND CONTROL TESTING A. The following documentation is required on all projects, as applicable, to be approved by the City of Bozeman Engineering Division: 1. Dates of acceptable tests for water mains, which shall include hydrostatic and leakage testing and bacteriological testing. These tests shall be conducted by the Contractor in the presence of the Engineer. The written test results shall be provided to the Engineer prior to acceptance of the water main. 2. Elevations shall also be recorded and provided for the top of water main at 50' intervals. The Contractor shall cooperate with the Engineer to document these elevations, including providing the equipment necessary to document and establish the elevations. The Engineer will have a representative on•site to record the data as the pipe is being installed. The Contractor shall provide safe access to the Engineer for these inspections and cooperate with the Engineer to ensure that adequate documentation is obtained. 3. Verification that all thrust, blocking is installed in accordance with the approved plans and specifications. The Contractor shall provide safe access to the Engineer for these inspections and cooperate with the Engineer to ensure adequate documentation is obtained., 4. Theoretical maximum density, optimum moisture content, and sieve analysis for the sub-base course, crushed base course, pit run, and native backfill and subgrade material within the right-of way. The Contractor shall provide safe access to the Engineer to obtain samples of these materials and cooperate with the Engineer to ensure that adequate documentation is obtained, 5. Documentation of in-place field density test for trench backfill and embankments in roadways at intervals of 50 feet. Tests for roadways shall be provided for subgrade, sub-base course and/or pit run, and crushed base course materials. The Engineer shall provide personnel and equipment for the testing. The Contractor shall provide safe access and cooperate with the Engineer to ensure adequate documentation is obtained. 6. The Engineer shall furnish Portland cement concrete tests for all structural concrete to be incorporated into the improvements. One test 01400- Page 3 of 7 N:\0417k063\Des1gn Docs4Specs\Diviseon 1101400.ft, July 25,2012 SECTION 01400 CONTRACTOR QUALITY CONTROL DIVISION I - GENERAL REQUIREMENTS AND OWNER QUALITY ASSURANCE C. The following tests shall be made and paid for by the Contactor to determine the Contractor's compliance with the specifications: 1. Any tests the Contractor requires to control his crushing, screening or other construction operations. 2. Additional material moisture-density curves, sieve analyses and plasticity index required if Contractor's supplied materials, sources or suppliers, change. 3. Asphalt cement pavement and Portland Cement concrete mix designs. Recent (within 1 year) asphalt and concrete mix designs from representative sites that the Contractor has on file will be acceptable. 4. Pressure and leakage tests of pipelines and wastewater sewers including cleaning, flushing and T.V. inspection where required in the Contract Documents. 5. Equipment performance and/or functional tests. 6. Concrete water holding structure leakage tests. 7. Test failures. D. Acceptance and rejection of material's will generally be determined from tests made of the various courses complete and in-place in the field. While the Engineer may, during the course of construction, make tests at the source or point of production, it is the responsibility of the Contractor to conduct, control, and test his production operations in such a manner that the material produced will meet the specification requirements. E. For all testing conducted by the Engineer or his assigns, the Contractor shall provide necessary trench safety protection measures, where applicable. Any Contractor's costs associated with any of this work shall be considered incidental to the work PART 2 PRODUCTS (Not Used) 01400- Page 5 of 7 NA0417\0630esign DoWSpecs0vision 1101400.doc July 25,2012 SECTION 01400 CONTRACTOR QUALITY CONTROL DIVISION 1 — GENERAL REQUIREMENTS AND OWNER QUALITY ASSURANCE E. Repair, patch, and touch up marred surfaces to specified finish and to match adjacent surfaces, F. Vacuum clean interior building areas when ready to receive finish painting, and continue vacuum cleaning as needed until building is ready for substantial completion or occupancy. G. Vacuum clean all interior spaces, including inside cabinets. Broom clean paved surfaces and rake clean other surfaces of grounds, H. Handle materials in a controlled manner with as few handlings as possible, do not drop or throw materials from heights. I. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet, newly painted surfaces. J. Use only cleaning materials recommended by manufacturer of surfaces to be cleaned. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. PART 4 MEASUREMENT AND PAYMENT (Not Used) END OF SECTION 01400 01400—Page 7 of 7 NA041710631Desagn Docs\Specs\Divisicn 1A01400.doc July 2 5,2012 SECTION 01600 CONSTRUCTION FACILITIES DIVISION 1 - GENERAL REQUIREMENTS AND TEMPORARY CONTROLS PARTI GENERAL 1.01 SECTION INCLUDES A. Temporary utilities required during construction. B. Temporary construction facilities, including access roads, field offices, and storage facilities. C. Requirements for security and protection of facilities and property. D. Requirements for traffic regulation and access to the work. 1.02 RELATED WORK SPECIFIED UNDER OTHER SECTIONS A. See Section 01560, ENVIRONMENTAL QUALITY CONTROL for temporary controls for protection of the environment during construction. B. See Section 01570, CONSTRUCTION TRAFFIC CONTROL for any temporary traffic control needed. 1.03 MOBILIZATION A. Use area designated for Contractor's temporary facilities as shown as the staging area on Drawings. Arrange and pay for additional area if needed for construction operations, as acceptable to Owner, Engineer, and adjacent property owners. B. Notify Owner of obstructions not shown or not readily apparent by visual inspection of the staging area. If such obstructions adversely affect Contractor's operations, proper adjustment to Contract will be considered. Do not remove obstructions without Owner's prior consent. 1.04 TEMPORARY UTILITIES A. Costs After Substantial Completion: Upon acceptance of the 'work or a portion of the work defined and certified as substantially complete by Engineer, and Owner commences full-time successful operation of the facility or portion thereof, the Owner will bear the cost for utilities used for Owner's operation. B. Electric Power: 1. Electric power for the Contractor's use may not be initially available at or near the project site or staging area. Determine the type and amount available and make arrangements for obtaining temporary 01500 - Page 1 of 9 NA0417\0630esign Dor-s\SpecsDivision 1001500.doc July 25,2012 SECTION 01500 CONSTRUCTION FACILITIES DIVISION 1 GENERAL REQUIREMENTS AND TEMPORARY CONTROLS and Engineer. Provide separate gas metering as required by gas company. D. Water: 1' The Contractor shall provide an adequate supply of water of a quality suitable for all domestic and construction purposes, except that the Owner's raw water system, adequately screened, may be used for supplying water for pipelines and water holding structure's leakage tests. For these tests, all coordination with the Owner, temporary connections, temporary pipelines, and other similar items shall be the responsibility of the Contractor. 2. All drinking water on the site during construction shall be furnished by the Contractor and shall be bottled water or water furnished in approved metal or plastic dispensers. Notices shall be posted conspicuously throughout the site warning the Contractor's, Owner's, Engineer's, and other personnel that piped water may be contaminatedi. 3,. The Contractor shall not make connection to, or draw water from any fire hydrant or pipeline without first obtaining permission of the authority having jurisdiction over the use of said fire hydrant or pipeline and from the agency owning the affected water system. For each such connection made, the Contractor shall first attach to the fire hydrant or pipeline a valve, a backflow preventer, and a meter, if required by the said authority, of a size and type acceptable to said authority and agency. 4. The Contractor is alerted that a water use permit system is in effect in Montana for temporary water uses for construction purposes. The Fontana Water Use Act is codified in Chapters 2 and 15 of Title 85, MCA. The regulations pursuant to the Act are found in Chapters 12 and 14 of Title 36, ARM. A Permit to Appropriate Water must be applied for and received before construction of diversion work begins or water is diverted from any surface water source. Developments of ground water with an anticipated use of amore than 35 gallons per minute or 10 acre-feet require a Permit to Appropriate Water before any development begins or water is used. In the case of construction projects, a TEMPORARY PERMIT may be requested if the use of water is intended for only a limited period of time. An application for a Temporary Permit is processed according to the same procedures as fora provisional permit. The Temporary Permit has an expiration date based on the period requested and will automatically expire on that date. No Certificate of Water Right is issued on a Temporary Permit. 01500- Page 3 of 9 NA041710630esign DooskSpecsUMsion 1101500.doc July 25,2012 SECTION 01500 CONSTRUCTION FACILITIES DIVISION I - GENERAL REQUIREMENTS AND TEMPORARY CONTROLS PART 3 EXECUTION 3.01 TEMPORARY CONSTRUCTION A. Access Roads and Parking: 1, Construct temporary construction access roads and detours as necessary to execute the work and as approved by the Owner and Engineer. Maintain in good condition until no longer needed, then remove the temporary roads, revegetate the disturbance or otherwise leave the disturbed area in a preconstruction condition satisfactory to the Owner and Engineer. 2. Use area designated as staging area on Drawings or other area as designated by the Owner for parking of Contractor's employees vehicles. B. Storage Yards and Buildings: 1. Construct temporary storage yards for the storage of products that are not subject to damage by weather conditions. Materials such as pipe, and reinforcing and structural steel shall be stored on pallets or racks, off the ground, and in a manner to allow ready access for inspection and inventory. Temporary gravel surfacing of storage yards must be approved by the Owner aInd Engineer. 2. Erect or provide temporary storage buildings of various sizes needed to protect mechanical and electrical equipment and other materials, as recommended by manufacturers of such equipment and materials: a. Provide environmental control systems that meet recommendations of manufacturers of equipment and materials stored in the buildings. b. Buildings shall be of sufficient size. C. Arrange or partition buildings to provide security for their contents and ready access for inspection and inventory. d. At or near completion of the work, temporary storage buildings shall be dismantled, removed from the site, and remain the property of the Contractor. 3. Store combustible materials (paints, solvents, fuels, etc.) in a well- ventilated building remote from other buildings. 01500 - Page NAWM63\Design Docs\Specs\Divjsjon 1101500.doc 5 of 9 July 25,2012 SECTION 01500 CONSTRUCTION FACILITIES DIVISION 1 - GENERAL, REQUIREMENTS AND TEMPORARY CONTROLS as a result of the Contractor's operations, and are for the protection of the adjacent property owners, the Contractor, and the Owner. B. Safety Requirements: 1. Contractor shall do whatever work is necessary for safety and be solely and completely responsible for conditions of the jobsite, including safety of all persons (including employees) and property during the Contract period. This requirement shall apply continuously and not be limited to normal working hours. 2. Safety provisions shall conform to Federal and State Departments of Labor Occupational Safety and Health Act (OSHA), and other applicable federal state, county, and local laws, ordinances, codes, requirements set forth herein, and regulations that may be specified in other parts of these Contract Documents. Where these are in conflict, the more stringent requirement shall be followed. Contractor shall become thoroughly familiar with governing safety provisions and shall comply with the obligations set forth therein. 3. Contractor shall develop and maintain for the duration of the Contract, a safety program that will effectively incorporate and implement required safety provisions. Contractor shall appoint a qualified employee who is authorized to, enforce compliance with the safety program:. 4. Engineer's duty to conduct construction review of the Contractor's performance is not intended to include a review or approval of the adequacy of Contractor's safety supervisor, safety program, or safety measures. 5. Contractor shall do all work necessary to protect the general public from hazards, including, but not limited to, surface irregularities or unramped grade changes in pedestrian sidewalk or walkway, and trenches or excavations in roadway. 6. Barricades, lanterns, and proper signs shall be furnished in sufficient amount to safeguard the public and the work. 7. As part of safety program, Contractor shall maintain at its office or other well-known place at the jobsite, safety equipment applicable to the work as prescribed by the governing safety authorities, and articles necessary for giving first-aid to the injured. Establish procedures for the immediate removal to a hospital or a doctor's care of person who may be injured on the jobsite. 01500-.Page NA041710630esign Docs\SpecsOivision 1%01500.doc 7 of 9 July 25,2012 SECTION 01500 CONSTRUCTION FACILITIES DIVISION 1 - GENERAL REQUIREMENTS AND TEMPORARY CONTROLS 2,. Finished Construction: a. Contractor shall assume the responsibility for protection of finished: construction and shall repair and restore any and all damage to finished work to its original or better condition. b. Prevent wheeling of loads over finished floors, either with or without plank protection, except in rubber-tired wheelbarrows, buggies, or dollies. Protect finished floors and concrete floors exposed as well as those covered with composition tile or other applied surfacing. C. At such time temporary facilities and utilities are no longer required for the work, notify Engineer of intent and schedule for their removal. Remove temporary facilities and utilities from the site as Contractor's property and leave the site in such condition as specified, as shown on the Drawings or as directed by the Owner or Engineer. d. In unfinished areas, leave the site evenly graded, seeded, or planted as necessary, in a condition that will restore original drainage, and with an appearance equal to or better than original. e. Site Cleanup: Upon completion of the work, the Contractor shall remove all traces of temporary facilities, including office and storage facilities, stockpiles, equipment, construction debris, unused materials and scrap materials. The site shall be restored by re-grading and re-vegetating disturbed areas to resemble their original condition. If an agreement is reached with the Owner, surplus/leftover materials may be left on site for the Owner's future use. Site cleanup shall be performed as an incidental to the performance of the work and the Unit Prices on the Bid Sheet. END OF SECTION 01500 01500- Page 9 of 9 NA0417MMeslgn Docs\Specs\DMsion 1\01500.doc July 25,2012 SECTION 01560 ENVIRONMENTAL DIVISION 1 - GENERAL REQUIREMENTS QUALITY CONTROL PART GENERAL 1.01 SECTION INCLUDES A. General Provisions B. Erosion and Sediment Control Measures and Works C. Water Pollution Control D. Storm Water Discharge Permit E. Chemical Pollution F. Dust Abatement G. Noise Pollution H. Preservation of Historical and Archeological Data I. Waste Material Disposal J. Maintenance, Removal and restoration 1.02 RELATED SECTIONS A. Section 01010, SUMMARY OF WORK: Groundwater Consideration and Soil Considerations. 1.03 WORK INCLUDED A. The work shall consist of installing measures or performing work to control and protect the environmental quality of the project site and to minimize the pollution of the water and air during the construction operations in accordance with these specifications. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 3.01 GENERAL PROVISIONS A. The Contractor in executing the work shall maintain affected areas within and outside project boundaries free from environmental pollution that would be in violation of federal, state, or local regulations,. B. Do not impair operation of existing systems. Prevent construction material, pavement, concrete, earth, volatile and corrosive wastes, and other debris from entering sewers, pump stations, or other structures. Maintain original site drainage wherever possible. 01560 - Page 1 of 8 NAWT0631Design Docs\Specs0vision 1101560.doc July 25,2012 SECTION 01560 ENVIRONMENTAL DIVISION 1 GENERAL REQUIREMENTS QUALITY CONTROL Z Diversions or channekichanges required bythe Contractorto complete the work shall be completed in a manner to minimize erosion and to leave the stream course essentially unchanged. 1 The Contractor shall remove all diversions, culverts, bridges and other temporary work following completion of the work and shall restore the area disturbed to essentially the same configuration as it was prior to construction or to the final lines and grades as shown on the Contract Documents. G. Sediment Basins: Sediment basins shall be used to settle and filter out sediment from eroding areas, and to protect properties and streams below the construction areas, 3.03 WATER POLLUTION CONTROL A. The Contractor's construction activities shall be performed by methods that will prevent the entrance, or accidental spillage, of solid matter, contaminants, debris, and other objectionable pollutants and wastes into streams, flowing or dry watercourses, lakes, and underground water sources. Such pollutants and wastes shall include, but are not restricted to, refuse, garbage, cement concrete, sanitary waste, industrial waste, radioactive substances, oil and other petroleum products, aggregate processing tailings, mineral salts, and thermal pollution. B. Compliance with Applicable Laws and Regulations: 1. The Contractor shall comply with all applicable Federal, State and local laws, orders, and regulations concerning the control and abatement of water pollution. 2. Prior to the discharge of any wastewater or other pollutants, or any dredged or fill materials into Waters of the U.S., the Contractor shall obtain the proper permits (in addition to the existing Section 4104 permit) and provide a copy of each to the Engineer. C. Other Provisions: 1. All construction debris shall be disposed of on land in such a manner that it cannot enter a waterway or wetland. 2, Equipment for handling and conveying materials during construction shall be operated to prevent dumping or spilling the materials into the water except as approved herein. 01560 - Page 3 of 8 NA041710630esign Docs\SpecsUvision I101560.doc July 25,2012 SECTION 01560 ENVIRONMENTAL DIVISION I - GENERAL REQUIREMENTS QUALITY CONTROL 2. Dewatering flows discharged to the irrigation ditch, for which the Contractor would need to secure written permission from the ditch owner, may not require the above-mentioned MIDEQ permits. 3. The requirements of this item for the activities of construction dewatering are to be distinguished as being separate from the requirements necessary when there is an encounter of chemical or hydrocarbon contaminants in the groundwater. 4. A copy of the Contractor's discharge permits or ditch owner's written permission to discharge to their irrigation ditch, as applicable, shall be provided to the Engineer before work begins. O. All costs of dewatering, including the procurement of the permits required, measures to handle the discharge, testing, and all related work of cleanup, restoration:, etc. shall be included in the cost for pipe installation. The Contractor shall be responsible for contacting the MDEQ to verify the discharge limitations and other costs associated with the permit, for bidding purposes. 104 STORM WATER DISCHARGE PERMIT A. If the area of disturbance (excavation, stockpiling, etc.) exceeds one acre, the Contractor shall apply to MDEQ for a storm water discharge permit. The Contractor shall utilize erosion and sediment control best management practices whether or not a permit is required. Contractor shall refer to the permit applications for 404 and 124A permits in the appendix regarding expectations regarding erosion and sediment control, The Contractor shall complete the NO] form and SWPPP as Operator 1 (the sole permittee), and shall be fully responsible for paying all fees, and meeting all applicable requirements of the NO[, the SWPPP, and the General Permit. The Contractor shall provide the Engineer with copies of the completed application and the Receipt Confirmation Letter from MDEQ, prior to initiating any ground disturbance or earthmoving activities. The cost associated with this work shall be incidental to the other project work. 3.O5 CHEMICAL POLLUTION A. The Contractor shall provide tanks or barrels to be used to dispose of chemical pollutants produced as a by-product of the project work such as drained lubricating or transmission oils, greases, soaps, asphalt, etc. At the I. completion of the construction work, storage tanks or barrels shall be removed from the site and properly disposed of. B. Sanitary facilities such as chemical toilets or septic tanks shall not be placed 01560- Page 5 of 8 NA041710630esign DccskSpecs\DMsion 1101560.doc July 25,2012 SECTION 01560 ENVIRONMENTAL DIVISION 1 - GENERAL REQUIREMENTS QUALITY CONTROL 3.08 NOISE POLLUTION A. The Contractor shall comply with applicable Federal, State, and local laws, orders, and regulations concerning the prevention, control, and abatement of excessive noise. B. The use of jackhammers, pile driving, or combustion engine driven d�ewatering pumps or generators, or other operations producing high-intensity noise may not be performed at night unless the Contractor receives prior approval of the Owner and nearby property owners. 3.09 PRESERVATION OF HISTORICAL AND ARCHEOLOGICAL DATA A. Federal legislation provides for the protection, preservation, and collection of scientific, prehistorical, historical, paleontological, and archeological data (including relics and specimens) which might otherwise be lost due to alteration of the terrain as a result of any Federal construction project. B. The Contractor agrees that, should he or any of his employees in the performance of this contract discover evidence of possible scientific, prehistorical, historical, paleontological, or archeological data, he will cease work and notify the Owner or Engineer immediately giving the location and nature of the finding. Written confirmation shall be forwarded immediately. The Contractor shall exercise care so as not to damage artifacts or fossils uncovered during excavation operations and shall provide the cooperation and assistance necessary to preserve the findings for removal. C. Where appropriate by reason of a discovery, the Engineer may order delays in the time of performance, or changes in the work, or both. If such delays, or changes, or both, are ordered, the time of performance and contract price shall be adjusted in accordance with the applicable clauses in the General Conditions. D. The Contractor agrees to insert this paragraph in all subcontracts which involve the performance of work on the project site. 3.10 WASTE MATERIAL DISPOSAL A. Excess excavated material not required or suitable for backfill,'and other waste material, must be disposed of in licensed landfills or at other sites for which local, county, or state approval is obtained. B. Unacceptable disposal sites include, but are not limited to, sites within! a Waters of the U.S. (i.e., wetlands and waterways) or critical habitat and sites ti 0 1560-Page 7'of 8 NA041710630esign Docs1Specs0ivWon 1101560.doc November 19,2003 SECTION 01570 DIVISION I - GENERAL REQUIREMENTS CONSTRUCTION TRAFFIC CONTROL PART I GENERAL 1.1 DESCRIPTION A. This work is the furnishing of labor, materials, and equipment for installing, maintaining and operating traffic control devices to insure the safety of the general public and project personnel, 1.2 REQUIREMENTS A. Perform work under this section meeting Manual of Uniform Traffic Control Services (MUTCD), MDT Standard Specifications for Road and Bridge Construction, the Montana Public Works Standard Specifications and contract requirements. 1.3 NOTIFICATIONS A. Coordinate all construction activities to reduce traffic conflicts at the work site, off-site events or other construction projects. B. Furnish the Engineer, for Owner review (Montana Department of Transportation and the City of (Bozeman), the construction traffic control plan at least one week before construction begins or before changes in segments or phases of the work on the project. The Owner will review and approve the Traffic Control Plan considering known off-site activities and may require modification to the plan or construction timing to coordinate events. Work shall not commence until said plan is approved. C. For project sites involving a through street, provide the Engineer with a news release. Include in the news release, as a minimum, the work activity and duration. Once approved, furnish the news release to the local media at least three days before starting work. Notify all landowners or residents adjacent to the work of the type and duration of the construction. PART 2 PRODUCTS 2.1 TRAFFIC CONTROL DEVICES A. Assure all signs and barricades, are reflectorized. Assure all night time traffic control devices meet MUTCD lighting requirements, 01570 - Page 1 of 3 NA041710630esig n Doc-s\SpecsUv!-sion 1\0 1 570.doc 7125/12 SECTION 01570 DIVISION I - GENERAL REQUIREMENTS CONSTRUCTION TRAFFIC CONTROL 3,3 FLAGGING A. Furnish competent and properly equipped flag persons as described in the booklet "Instructions for Flag persons" furnished by the Montana Department of Transportation. END OF SECTION 01570 - Page 3 of 3 NV417W630esVqn Dor-siSpecs\Divislon 1101570.doc 7/25/12 SECTION 01600 DIVISION 1 - GENERAL REQUIREMENTS MATERIAL AND EQUIPMENT PART GENERAL 1.01 SECTION INCLUDES A. Products B. Transportation and Handling C. Storage and Protection D. Product Options E. Substitutions 1.02 PRODUCTS A. Products: Means new material, machinery, components, equipment, fixtures, and systems forming the Work. Does not include machinery and equipment used: for preparation, fabrication, conveying and erection of the Work. Products may also include existing materials or components required for reuse. B. Do not use materials and equipment removed from existing premises, except as specifically permitted by the Contract Documents. 1.03 TRANSPORTATION AND HANDLING A. Transport and handle products in accordance with manufacturer's instructions. B. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged. C. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage. 1.04 STORAGE AND PROTECTION A. Store and protect products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive products in weather-tight, climate controlled enclosures. B. For exterior storage of fabricated products, place on sloped supports, above ground. 01600-Page 1 of 3 NA0417%0630ESIGN D0CS1SPECS\D1V1S10N 1101600.DOC June 21,2004 SECTION 01.600 DIVISION 1 — GENERAL REQUIREMENTS MATERIAL AND EQUIPMENT' I Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product. 2. Will provide the same warranty for the Substitution as for the specified product. 3. Will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to Owner. 4. Waives claims for additional costs or time extension which may subsequently become apparent. 5. Will reimburse Owner for review or redesign services associated with re-approval by authorities. F. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals,without separate written request, or when acceptance will require revision to the Contract Documents. G. Substitution Submittal Procedure: 1. Submit three copies of request for Substitution for consideration. Limit each request to one proposed Substitution. 2. Submit shop drawings,, product data, and certified test results attesting to the proposed product equivalence. 3. The Engineer will notify Contractor, in writing, of decision to accept or reject request. PART 2 PRODUCTS Not Used PART EXECUTION Not used END OF SECTION 01600- Page 3 of 3 NANM063\Design DocsASpecsUvision 1101600.doc June 21,2004 SECTION 01700 DIVISION I - GENERAL REQUIREMENTS CONTRACT CLOSEOUT PART' 1 GENERAL 1.01 SECTION INCLUDES A. Damage to Existing Structures, B. Closeout Procedures. C. Final Cleaning. D. Project Record Documents. E. Operation and Maintenance Data. F. Warranties, Bonds and Affidavits. G. Final Inspection. H. Spare Parts and Maintenance Materials. 1.02 DAMAGE TO EXISTING STRUCTURES A. Prior to final acceptance by the Owner, the Contractor shall repair or otherwise return to original condition any parts of the existing or newly constructed facilities which have been damaged during construction. 1.03 CLOSEOUT PROCEDURES A. The Contractor shall submit written certification that the Contract Documents have been reviewed, the work has been inspected, and that the work is complete in accordance with the Contract Documents and is ready for the Engineer's final inspection. B. The Contractor shall provide any submittals to the Engineer and/or the Owner that are required by governing or other authorities. C. The Contractor shall submit the final Applicationfor Payment identifying the total adjusted Contract Sum, previous payments, and the sum remaining due. 1.04 FINAL CLEANING A, The Contractor shall keep the premises free of the accumulation of surplus materials and rubbish resulting from his construction operations and the operations of his subcontractors. The Contractor shall remove ail waste and surplus materials, rubbish, and construction facilities from the site. 0 17 NA0417\0630esign DocskSpecsOivis�on 1101700.doe 00—Page 1 of 8 July 25,2012 SECTION 01700 DIVISION 1 GENERAL REQUIREMENTS CONTRACT CLOSEOUT 1 Contract Drawings, Specifications, and Addenda. 2, Change Orders and other Contract Modifications. 3. Reviewed shop drawings, product data, and samples. B. The Contractor shall store Record Documents separate from the documents used for construction. C. The Contractor shall record information concurrent with the construction progress. D. The Contractor shall legibly mark and record in the Construction Documents at each product section, the description of actual products installed, including the following* 1 Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. & Changes made by Addenda and Modifications. E. The Contractor shall legibly record all Documents and Shop Drawings to record actual construction characteristics including: 1 Measured horizontal and vertical locations of any underground utilities and appurtenances, referenced to permanent surface improvements. 2. Measured depths of foundations in relation to project datum. 3. Field changes of dimension and detail. 4. Details not on the original Contract Drawings. 5. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the work. F The Contractor shall submit the required documents to Engineer with claim for Final' Application for Payment. 1.06 OPERATION AND MAINTENANCE DATA A. The Contractor shall prepare binder covers with the printed title "OPERATION AND MAINTENANCE DATA", the title of project, and all subject matter contained in the binder when multiple binders are required. 01700- Page 3 of 8 NA041710631Design Docs\SpecsUvision 1\01700.doc July 25,2012 SECTION 01700 DIVISION I - GENERAL REQUIREMENTS CONTRACT CLOSEOUT d. Where more than one binder is required, they shall be labeled "Vol. 1", "Vol. 2", and so on. Place the table of contents for the entire set, identified by volume number, in each binder. e. Submit manual organization and format to Engineer for approval prior to manual preparation. f. Punch all data for binding and composition; arrange printing so that punching holes do not obliterate data. 5. Material in manuals shall be suitable for photographic reproduction. Where copies of identical material are included, clarity and quality of copies shall equal the original. C. Contents: Each manual shall be complete in all respects for equipment, controls, accessories, and associated: appurtenances, and shall include the following: 1. Diagrams and illustrations, 2. Detailed description of the function of each principal component of the system. 3. Performance and nameplate data, 4. Installation instructions. 5. Procedure for starting. 6. Proper adjustment. 7. Test procedures and results of factory tests where required, 8. Procedure for operating. 9. Shutdown instructions for both short and extended durations, 10. Emergency operating instructions and trouble-shooting guide. 11. Safety precautions. 12. Maintenance and overhaul instructions, illustrated with detailed assembly drawings showing each part with part numbers and sequentiaily numbered: parts list. Include instructions for ordering spare parts, and complete preventive maintenance and overhaul instructions required to ensure satisfactory performance and longevity of the equipment. 13. Lubrication instructions and diagrams showing points to be greased or oiled; recommend type, grade, and temperature range of lubricants and frequency of lubrication; see paragraph MAINTENANCE SUMMARY FORMS. 14. List of electrical relay settings and control and alarm contact settings, 15. Electrical interconnection wiring diagram for equipment furnished, including all control and lighting systems. 16. Results of field functional and performance tests as required under Article CONTRACT CLOSEOUT SUBMITTALS. 17. Results of any factory tests. Ol 7 W0417k0630esign Docs\SpecsDivision 1\01 700.doc' '0—Page 5 of 8 July 25,2012 SECTION 01700 DIVISION 1 - GENERAL REQUIREMENTS CONTRACT CLOSEOUT B. Warranties shall extend for the full period of the required guarantee period after: 1 Replacement of work found defective during guarantee period. 2. Repair of inoperative items or adjustments to properworking condition of items not operating properly at time of final inspection. C. The Contractor shall execute and assemble documents from all subcontractors, suppliers, and manufacturers. D. The Contractor shall submit four (4) sets prior to the application for final payment, bound in 8 1/2 x 11-inch pages, in binders with durable plastic covers. The binder shall be provided with a printed title "WARRANTIES, BONDS AND AFFIDAVITS" and the project title. E. For Items of Work delayed beyond the date of Substantial Completion, the Contractor shall provide an updated submittal within ten days after acceptance, listing the date of acceptance as the start of warranty period. 1.08 FINAL INSPECTION A. The Contractor shall request a final inspection in writing prior to the anticipated date of completion. B. Work will not be considered ready for final inspection until it has been completed, and the Contractor has certified that all items are properly operating and in strict compliance with the Contract Documents. C. The Contractor or his project supervisor shall be at the job-site during the final inspection. D. The, Engineer will present to the Contractor, after the final inspection, a list of any items not meeting, contract requirements. This list will be confirmed in writing by the Engineer and all items on it must be made acceptable before final payment will be made. PART' 2 PRODUCTS 2.01: ACCESSORIES A. Furnish to Owner, upon acceptance of equipment, all accessories required to place each item of equipment in full operation including, but not limited to, hydrant wrenches, valve keys, special tools, adequate oil and grease as required for first lubrication of equipment (after field testing), light bulbs, fuses, handwheels, chain operators, and other items as required for initial operation. 01700-Page 7 of 8 NANM06310esign Docs\SpecsUvision 1101700.doc July 2 5.2012 SECTION 01770 PIVISION I — GENERAL REQUIREMENTS SUBSTANTIAL COMPLETION PANT GENERAL 1.01 SECTION INCLUDES A. General Application and Definition B. Certificate of Substantial Completion 1.0 GENERAL APPLICATION, AND DEFINITION Except as noted herein, substantial completion shall be in accordance with the General Conditions and any related Supplementary Conditions. The warranty period for the work deemed to be substantially complete shall begin on the date identified on that completed Certificate of Substantial Completion. Contract time will continue to run until the Certificate of Substantial Completion for all work has been issued. In addition to the above requirements, completion, installation, and acceptance of all Infrastructure improvements, acceptance of all surface restoration, and general clean-up shall be required to attain project substantial completion. The finial completion inspection and project review for this project will be conducted by the Engineer and the Owner. There will be a single Substantial Completion document required for each group of sched:ules identified under each Contract. The warranty period will begin at the issuance date of the Substantial Completion document representing all schedules covered under Contract. There will not be individual warranty periods for each schedule or portions thereof of this project. 1.03 CERTIFICATE OF SUBSTANTIAL COMPLETION. (Form included in Miscellaneous Forms of this Project Manual) PART' 2 PRODUCTS Not Used PANT EXECUTION Not Used, END OF SECTION 01770 01770—Page 1 of 1 NA041M630esi0n Docs\Specs\DMsion 1101!770.doc 7/25/2012 SECTION 260519 LOW-VOLTAGE ELECTRICAL POWER SECTION 26 — ELECTRICAL CONDUCTORS AND CABLES PART I GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section, 1.02 SUMMARY A. Section Includes: 1. Building wires and cables rated 600 V and less. 2. Connectors, splices, and terminations rated 600 V and less. 1.03 ACTION SUBMITTALS A. Product Data: For each type of product. PART PRODUCTS 2.01 CONDUCTORS AND CABLES A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Alcan Products Corporation; Alcan Cable Division. 2. Alpha Wire. 3. Belden Inc. 4. Encore Wire Corporation, 5. General Cable Technologies Corporation, 6. Southwire Incorporated. B. Copper Conductors: Comply with NEMA WC 70/10EA S-95-658. C. Conductor Insulation: Comply with NEMAWC70/ICEAS95-658 for Type THW-2 Type TIHN'-2-THWN-2 Type XIHW-2 Type OF Type USE and Type SO. 2.02 CONNECTORS AND SPLICES A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1 AFC Cable Systems, ln . 260519 - Page I of 3 N:\0417M3\Des gn Docs\Specs0ectrical\260519 FL-LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES.doc 7131/12 SECTION 260519 LOW-VOLTAGE ELECTRICAL POWER SECTION 26 — ELECTRICAL CONDUCTORS AND CABLES conductor or insulation. Do not exceed manufacturer's recommended maximum pulling tensions and sidewall pressure values. C. Use pulling means, including fish tape, cable, rope, and basket-weave wire/cable grips, that will not damage cables or raceway. d. Install exposed cables parallel and perpendicular to surfaces of exposed structural members, and follow surface contours where possible. 4. CONNECTIONS a. Tighten; electrical connectors and terminals according to manufacturer's published torque-tightening values, if manufacturer's torque values are not indicated, use those specified in UL 486A-486B. b. Make splices, terminations, and taps that are compatible with conductor material and that possess equivalent or better mechanical strength and insulation ratings than unspl:iced conductors. c. Wiring at Outlets, Install conductor at each outlet, with at least 6 inches (150, mm) of slack. 5. IDENTIFICATION a. Identify and color-code conductors and cables according to Section 260553 "Identification for Electrical Systems." b. Identify each spare conductor at each end with identity number and location of other end of conductor, and identify as spare conductor. 6. FIELD QUALITY CONTROL a. Perform the following tests and inspections: i. Perform each visual and mechanical inspection stated in META Acceptance Testing Specification, Certify compliance with test parameters. b. Cables will be considered defective if they do not pass tests and inspections. END OF SECTION 260619 260519 - Page 3 of 3 N0417\0830esign DorskSpecs0ectricah26051 9 FL-LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES,doc 7/31'/12 SECTION 260526 GROUNDING AND BONDING SECTION 26 — ELECTRICAL FOR ELECTRICAL SYSTEMS PART1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification, Sections, apply to this Section, 1.02 SUMMARY A. Section Includes: Grounding systems and equipment. 1.03 ACTION SUBMITTALS A. Product Data: For each type of product indicated. 1.04 INFORMATIONAL SUBMITTALS A. Informational Submittals: Plans showing dimensioned as-built locations of grounding features specified in "Field Quality Control" Article, including the following: 1. Test wells. 2. Ground rods. 3. Ground rings. B. Field quality-control reports, 1.05 CLOSEOUT SUBMITTALS A. Operation and Maintenance Data: For grounding to include in emergency, operation, and maintenance manuals. In addition to items specified in Section 017823 "'Operation and Maintenance Data," include the following: 1.06 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled', as defined in NFPA70, by a qualified testing agency, and marked for intended location and application. B. Comply with U'L 467 for grounding and bonding materials and equipment. 260526 - Page 1 of 6 N:10417W63\Design Docz\Specs0ectdcal�260526 FL-GROUNDING AND BONDING FOR ELECTRICAL SYSTEM,9.doc 7131'912 SECTION 260526 GROUNDING AND BONDING SECTION 2,6 — ELECTRICAL FOR ELECTRICAL SYSTEMS PART 3 EXECUTION 3.01 APPLICATIONS A. Conductors: Install solid conductor for No, 10AWG and smaller, and stranded conductors for No. 8AWG and larger unless otherwise indicated. B. Underground Grounding Conductors: Install bare tinned-copper conductor, No. 2/0 AWG minimum. 1. Bury at least 24 inches (600 mm) below grade, C. Conductor Terminations and Connections: 1. Pipe and Equipment Grounding Conductor Terminations: Bolted connectors. 2. Underground Connections: Welded connectors except at test wells and as otherwise indicated. 3. Connections to Ground Rods at Test Wells,- Bolted connectors. 4. Connections to Structural Steel: Welded connectors, 3.02 GROUNDING UNDERGROUND DISTRIBUTION SYSTEM COMPONENTS A. Comply with IEEE C2 grounding requirements, B. Grounding Manholes and Handhol'es: Install a driven ground rod through manhole or handhole floor, close to wall, and set rod depth so 4 inches (100 mm) will extend above finished floor. If necessary, install ground rod before manhole is placed and provide No. 1/0 AWG bare, tinned-copper conductor from ground rod into manhole through a waterproof sleeve in manhole wall. Protect ground rods passing through concrete floor with a double wrapping of pressure-sensitive insulating tape or heat-shrunk insulating sleeve from 2 inches (50 mm) above to 6 inches (150 mm) below concrete. Seal floor opening with waterproof, nonshrink grout. C. Grounding Connections to Manhole Components: Bond exposed-metal parts such as inserts, cable racks, pulling irons, ladders, and cable shields within each manhole or handhole, to ground rod or grounding conductor. Make connections with No. 4 AWG minimum, stranded, hard-drawn copper bonding conductor. Train conductors level or plumb around corners and fasten to manhole walls. Connect ,to cable armor and cable shields according to written instructions by manufacturer of splicing and termination kits. 260526 - Page 3 of 6 Kk0417\06Mesign DocsVSpecs\EIectft_aI\260526 FL-GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS,doc 7/31112 SECTION 260526 GROUNDING AND BONDING SECTION 26 — ELECTRICAL FOR ELECTRICAL SYSTEMS C. Bonding Straps, and Jumpers: Install in locations accessible for inspection and maintenance except where routed through short lengths of conduit. 1 Bonding to Structure: Bond straps directly to basic structure, taking care not to penetrate any adjacent parts. 2. Bonding to Equipment Mounted on Vibration Isolation Hangers and Supports- Install bonding so vibration is not transmitted to rigidly mounted equipment. 3, Use exothermic-welded connectors for outdoor locations; if a disconnect-type connection is required, use a bolted clamp. D. Ufer Ground (Concrete-Encased Grounding Electrode): Fabricate according to NFPA 70, and as detailed on, drawings. If drawing does not provide Ufer ground detail install the grounding electrode as defined below: 1. Use a minimum of 20 feet (6 m) of bare copper conductor not smaller than No. 4 AWG. 2. If concrete foundation is less than 20 feet (6 m) long, coil excess conductor within base of foundation. 3. Bond grounding conductor to reinforcing steel in at least four locations and to anchor bolts. Extend grounding conductor below grade and connect to building's grounding grid or to grounding electrode external to concrete. E. Structural Steel: When available, bond structural steel to grounding electrode system, according to NFPA 70. 3.05 FIELD QUALITY CONTROL A. Perform tests and inspections. B. Tests and Inspections: 1. After installing grounding system but before permanent electrical circuits have been energized, test for compliance with requirements, 2. Inspect physical and mechanical condition, Verify tightness of accessible, bolted, electrical connections with a calibrated torque wrench according to manufacturer's written instructions, 3. Test completed grounding system at each location where a maximum ground-resistance level is specified, at service disconnect enclosure grounding terminal, and at individual ground rods. Make tests at ground, rods before any conductors are connected, 260526 - Page 5 of 6 NA041710531Design Docs\Specs\EIectricaA260526 FL-GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS.doc 7131112 SECTION 260533 RACEWAYS AND BOXES SECTION 26 — ELECTRICAL, FOR ELECTRICAL SYSTEMS PART1 GENERAL 11.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.02 SUMMARY A. Section Includes: 1. Metal conduits, tubing, and fittings. 2. Nonmetal conduits, tubing, and fittings. 3. Handholes and boxes for exterior underground cabling. 1.03 DEFINITIONS A. ARC: Aluminum rigid conduit. B. GRC. Galvanized rigid steel conduit. C. IMC: Intermediate metal conduit. 1.04 ACTION SUBMITTALS A. Product Data: For surface raceways, wireways and fittings, floor boxes, hinged-cover enclosures, and cabinets, PART2 PRODUCTS 2.01 METAL CONDUITS, TUBING, AND FITTINGS A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. AFC Cable Systems, Inc. 2, Allied Tube & Conduit; a Tyco International Ltd. Co. 3. Anamet Electrical, Inc. 4. Electri-Flex Company. 5. O-Z/Gedney: a brand of EGS Electrical Group. 6. Picoma Industries, a subsidia!y of Mueller Water Products, Inc, 7. Republic Conduit. 8. Robroy Industries. 9. Southwire Company. 10. Thomas & Betts Corporation, 11. Western Tube and Conduit Corporation, 260533 - Page I of 10 N:041M63\Deslgn DocstSpecs\Electrical\260533 FL-RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS.doc 7/31/12 SECTION 260533 RACEWAYS AND BOXES SECTION 26 — ELECTRICAL FOR ELECTRICAL SYSTEMS 2.02 NONMETALLIC CONDUITS, TUBING, AND FITTINGS A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. AFC Cable Systems, Inc. 2. Anamet Electrical, Inc. 3. Arnco Corporation. 4. CANTER Inc. 5. CertainTeed Corp. 6. Condux International, Inc. 7. Electri-Flex Compan Kralov. 9. Lamson & Sessions•, Carlon Electrical Products. 10. Niedax-Kleinhuis USA, Inc. 11. RACO: a Hubbell company. 12. Thomas & Betts Corporation. B. Listing and Labeling: Nonmetallic conduits, tubing, and fittings shall be listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application,. C. ENT- Comply with NEMA TC 13 and UL 1653. D. RNC: Type EPC-40-PVC or Type EPC-80-PVC, complying with NEMA TC 2 and UL 651 unless otherwise indicated. E. LFNC: Comply with UL 1660 F. Rigid HDPE: Comply with UL 651A. G. Continuous HDPE: Comply with UL 651 B. H. RTRC: Comply with UL 1684A and NEMA TIC 14. I. Fittings for ENT and RNC: Comply with NEMA TC 3; match to conduit or tubing type and material. J. Fittings for LFNC: Comply with UL 5148. 2.03 HANDHOLES AND BOXES FOR EXTERIOR UNDERGROUND WIRING A. General Requirements for Handholes and Boxes: 260533 - Page 3 of 10 W 041710631Design Docs\Specs\E1ertricaI\260533 FL-RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS.doc 7/31/12 SECTION 260533 RACEWAYS AND BOXES SECTION 26 — ELECTRICAL FOR ELECTRICAL SYSTEMS PART 3 EXECUTION 3.01 RACEWAY APPLICATION A. Outdoors-, Apply raceway products as specified below unless otherwise indicated: 1. Exposed Conduit: GRC 2. Concealed Conduit, Aboveground: EMT . 3, Underground Conduit., RNC, Type EPC-40-PVC in fine bedded trench. 4. Under roadways and paved or concrete walkways: Type EPC-80- PVC in fine bedded trench. 5. Connection to Vibrating Equipment (including Transformers and Hydraulic, Pneumatic, Electric Solenoid, or Motor-Driven Equipment)- LFMC . 6. Boxes and Enclosures, Aboveground: NEMA 250, 'Type 3R B. Minimum Raceway Size- 3/4-inch (21-mm) trade size. C. Raceway Fittings., Compatible with raceways and suitable for use and location. 1. Rigid and Intermediate Steel Conduit: Use threaded rigid steel conduit fittings unless otherwise indicated.. Comply with NEMA F13 2.10. 2. PVC Externally Coated, Rigid Steel Conduits: Use only fittings listed' for use with this type of conduit. Patch and seal all joints, nicks, and scrapes in PVC coating after installing conduits and fittings. Use sealant recommended by fitting manufacturer and apply in thickness and number of coats recommended by manufacturer. 1 EMT: Use setscrew , steel fittings. Comply with NEMA FB 2.10. 4. Flexible Conduit'. Use only fittings listed, for use with flexible conduit. Comply with NEMA F13 2.20. D. Install nonferrous conduit or tubing for circuits operating above 60 Hz, and for protecting bare grounding conductors. Where aluminum raceways are installed for such circuits and pass through concrete, install in nonmetallic sleeve. E. Do not install aluminum conduits, boxes, or fittings in contact with concrete or earth. F. Install surface raceways only where indicated on Drawings. 260533 - Page 5 of 10 W0417\063\Design Docs4Specs0ectricaU60533 FL-RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS.doc 7/31/12 SECTION 260533 RACEWAYS AND BOXES SECTION 26 — ELECTRICAL FOR ELECTRICAL SYSTEMS L. Do not rely on locknuts to penetrate nonconductive coatings on enclosures. Remove coatings in the locknut area prior to assembling conduit to enclosure to assure a continuous ground path. M. Cut conduit perpendicular to the length. For conduits 2-inch (53-mm) trade size and larger, use roll cutter or a guide to make cut straight and perpendicular to the length. N. Install pull wires in empty raceways. Use polypropylene or monofilament plastic line with not less than 200-lb (90-kg) tensile strength. Leave at least 12 inches 1(300 mm) of slack at each end of pull wire. Cap underground raceways designated as spare above grade alongside raceways in use. 0. Install raceway sealing fittings at accessible locations according to NFPA 70 and fill them with listed sealing compound. For concealed raceways,, install each fitting in a flush steel box with a blank cover plate having a finish similar to that of adjacent plates or surfaces. Install raceway sealing fittings according to NFPA 70, P. Install devices to seal raceway interiors at accessible locations. Locate seals so no fittings or boxes are between the seal and the following changes of environments. Seal the interior of all raceways at the following points: 1. Where conduits pass from warm to cold locations, such as boundaries of refrigerated spaces. 2. Where an underground service raceway enters a building or structure. 3. Where otherwise required by NFPA 70. Q. Comply with manufacturer's written instructions for solvent welding RNC and fittings. R. Expansion-Joint Fittings: 1. Install in each run of aboveground RNC that is located where environmental temperature change may exceed 30 deg F (17 deg C) and that has straight-run length that exceeds 25 feet (7.6 m). Install in each run of aboveground RMC and EMT conduit that is located where environmental temperature change may exceed 100 deg F (55 deg C) and that has straight-run length that exceeds 100 feet (30 m). 2. Install type and quantity of fittings that accommodate temperature change listed for each of the following locations: 260533 - Page 7 of 10 N71041710630Design Docs\SpecsNEiectrica1\260533 LL-RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS doc 7/31/12 SECTION 260533 RACEWAYS AND BOXES SECTION 26 — ELECTRICAL FOR ELECTRICAL SYSTEMS 3. After installing conduit, backfill and compact. Start at tie-in point, and work toward end of conduit run, leaving conduit at end of run free to move with expansion and contraction as temperature changes during this process. Firmly hand tamp backfill around conduit to provide maximum supporting strength. After placing controlled backfill to within 12 inches (300 mm,) of finished grade, make final conduit connection at end of run and complete backfilling with normal compaction as specified. 4. Install manufactured duct elbows for stub-ups at poles and equipment unless otherwise indicated. Install manufactured rigid steel conduit elbows at building entrances through floor. a. Couple steel conduits to ducts with adapters designed for this purpose. b. For stub-ups at equipment mounted on outdoor concrete bases and where conduits penetrate building foundations, extend steel conduit horizontally a minimum of 60 inches (1500 mm) from edge of foundation or equipment base. Install insulated grounding bushings on terminations at equipment. 5. Underground Warning Tape: Comply with requirements in Section 260553 "Identification for Electrical Systems." 3.04 INSTALLATION! OF UNDERGROUND HAN DHOLES AND BOXES A. Install h:andholes and boxes level and plumb and with orientation and depth coordinated with connecting conduits to minimize bends and deflections required for proper entrances. B. Unless otherwise indicated, support units on a level bed of crushed stone or gravel, graded from 1/2-inch (12.5-mm) sieve to No. 4 (4.75-mm) sieve and compacted to same density as adjacent undisturbed earth. C. Elevation: In paved areas, set so cover surface will be flush with finished grade. Set covers of other enclosures I inch (25 mm) above finished grade. D. Field-cut openings for conduits according to enclosure manufacturer's written instructions. Cut wall of enclosure with a tool designed for material to be cut. Size holes for terminating fittings to be used, and seal around: penetrations after fittings are installed. 3.05 PROTECTION A. Protect coatings, finishes, and cabinets from damage and deterioration. 260533 - Page 9 of 10 N:104170631Design Docs\Specs0ect6caU60533 FL-RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS.doc 7/31112 SECTION 262713 SECTION 26 — ELECTRICAL ELECTRICITY METERING PART 1' GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1,02 SUMMARY A. Section includes equipment for electricity metering by utility company. 1.03 ACTION SUBMITTALS A, Product Data: For each type of product indicated. B. Shop Drawings: For electricity-metering equipment. 1 Dimensioned plans and sections or elevation layouts. 1.,04 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFP,A 70, by a qualified testing agency, and marked for intended location and application, 1.05 COORDINATION A. Electrical Service Connections: Coordinate with utility companies and components they furnish as follows: I Comply with requirements of utilities providing electrical power services. 2. Coordinate installation and connection of utilities and services, including provision for electricity-metering components. 3. Comply with Division of Responsibility schedule if provided on the drawings. PART PRODUCTS 2.01 EQUIPMENT FOR ELECTRICITY METERING BY UTILITY COMPANY A. Meter pedestals shall be Milbank or approved equal. See dimensioned drawings at the end of this section, B. Meters will be furnished by utility company. 262713 - Page 1 of 2 NA0417\0631Design Dor_s\Specs\E1ectricah262713 FL-ELECTMCITY UTUFY METERING.dor 7131/12 SECTION 265600 SECTION 26 — ELECTRICAL EXTERIOR LIGHTING FART '1 GENERAL 1,01 SUMMARY A. Section Includes, 1. Exterior luminaires with lamps and ballasts, 2. Poles and accessories. 1.02 STRUCTURAL ANALYSIS CRITERIA FOR POLE SELECTION A. Dead Load: Weight of luminaire and its horizontal and vertical supports, lowering devices, and supporting structure, applied as stated in AASHTO LTS-4-M. B. Live Load: Single load of 500 lbf (2224 N), distributed as stated in AASHTO LTS-4-M. C. Ice Load: Load of 3 Ibf/sq. ft. (145 Pa), applied as stated in AASHTO LTS-4-M Ice Load Map, D. Wind Load- Pressure of wind on pole and luminaire and banners and banner arms, calculated and applied as stated in AASHTO LTS-4-M. I Basic wind speed for calculating wind load for poles 50 feet (15 m) high or less is 100 mph (45 m/s). a. Wind Importance Factor: 1.0. b. Minimum Design Life: 25 years. C. Velocity Conversion Factors: 1.0. 1.03 ACTION SUBMITTALS A. Product Data: For each liuminaire, pole, and support component, arranged in order of lighting unit designation. Include data on features, accessories, and finishes, B. Shop Drawings'. Anchor-bolt templates keyed to specific 'poles and certified by manufacturer. 1.04 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. B. Comply with IEEE C2, "National Electrical Safety Code," 265600 - Page 1 of 8 N:104171063\Design DocskSper-s0ectrica1\265600 SF-EXTERIOR LIGHTINGLOC 7131/12 SECTION 265600 SECTION 26 — ELECTRICAL EXTERIOR LIGHTING 1. Light Shields: Metal baffles, factory installed and field adjustable, arranged to block light distribution to indicated portion of normally illuminated area or field. J. Reflecting surfaces shall have minimum reflectance as follows unless otherwise indicated: 1. White Surfaces: 85 percent. 2. Specular Surfaces: 83 percent. 3. Diffusing Specular Surfaces- 75 percent. K. Lenses and Refractors, Gaskets: Use heat- and aging-resistant resilient gaskets to seal and cushion lenses and refractors in luminaire doors. L. Luminaire Finish: Manufacturer's standard paint applied to factory- ,assembled and -tested luminaire before shipping. Where indicated, match finish process and color of pole or support materials. M. Factory-Applied Finish for Steel Luminaires: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. 1. Surface Preparation: Clean surfaces to comply with SSPC-SP 1, "Solvent Cleaning," to remove dirt, oil, grease, and other contaminants that could impair paint bond. Grind welds and polish surfaces to a smooth, even finish. Remove mill scale and, rust, if present, from uncoated steel, complying with SSPC- SP 5/NACE No. 1, "White Metal Blast Cleaning," or SSPC-SP 8, "Pickling." 2. Exterior Surfaces: Manufacturer's standard finish consisting of one or more coats of primer and two finish coats of high-gloss, high- build polyurethane enamel. a. Color: As selected from manufacturer's standard catalog of colors. N. Factory-Applied Labels: Comply with UL 1598. Include recommended lamps and ballasts. Labels shall be located where they will be readily visible to service personnel, but not seen from normal viewing angles when lamps are in place. 1. Label shall include the following lamp and ballast characteristics.- a. "USES ONLY" and include specific lamp type. b, Lamp tube configuration (twin, quad, triple), base type, and nominal wattage for compact fluorescent luminaires. 265600 - Page 3 of 8 NA0417T631CTesign Docs\SpecstEectricaU65600 SF-EXTMOR LIGHTINGDOC 7/31112 SECTION 265600 SECTION 26 — ELECTRICAL EXTERIOR LIGHTING obtain the equivalent projected area to be used in pole selection strength analysis. B. Luminaire Attachment Provisions. Comply with luminaire manufacturers' mounting requirements. Use stainless-steel fasteners and mounting bolts unless otherwise indicated, C. Mountings, Fasteners, and Appurtenances: Corrosion-resistant items compatible with support components, 1. Materials: Shall not cause galvanic action at contact points. 2. Anchor Bolts, Leveling Nuts, Bolt Caps, and Washers: Hot-dip galvanized after fabrication unless otherwise indicated. 3. Anchor-Bolt Template: Plywood or steel. D. Handhole: Oval-shaped, with minimum clear opening of 2-1/2 by 5 inches (65 by 130 mm), with cover secured by stainless-steel captive screws. E. Concrete Pole Foundations: Cast in place, with anchor bolts to match pole-base flange. F. Power-installed Screw Foundations: Factory fabricated by pole manufacturer, with structural steel complying! with ASTM A 36/A 36M and heat-dip galvanized according to ASTM A 123/A 123M; and with top-plate and mounting bolts to match pole base flange and strength required to support pole, luminaire, and accessories. G. BreakaWay Supports: Frangible breakaway supports, tested by an independent testing agency acceptable to authorities having jurisdiction, according to AASHTO LTS-4-M. Provide a seamless skirt by the pole manufacturer to conceal breakaways. 2.06 STEEL POLES A. Poles: Comply with ASTM A 500, Grade B, carbon steel with a minimum yield of 46,000 psig (317 MPa); one-piece construction up to 40 feet (12 m) in height with access handhole in pole wall. 1. Shape-' Round, tapered. 2. Mounting Provisions: Butt flange for bolted mounting on foundation or breakaway support. B. Steel Mast Arms: Single-arm type, continuously welded to pole attachment plate. Material and finish same as pole. C. Brackets for Luminaires: Detachable, cantilever, without underbrace. 265600 - Page 5 of 8 NA041710630es1gn DoeskSpecs0ectricaK265600 SF-EXTEMOR LIGHTING.DOC 7131/12 SECTION 265,600 SECTION 26 — ELECTRICAL EXTERIOR LIGHTING a. Color: As indicated by manufacturer's designations. 2.07 POLE ACCESSORIES A. Duplex Receptacle: 120 V, 20 A in a weatherproof assembly complying with Section 262726 "Wiring Devices" for ground-fault circuit,-interrupter type. 1 Recessed, see fixture schedule for height above finished grade. 2. Nonmetallic polycarbonate plastic or reinforced fiberglass, weatherproof in use, cover, that when mounted results in NEMA 250, Type 3R enclosure. 3. With cord opening. 4. With lockable hasp and latch that complies with OSHA lockout and tag-out requirements. B. Minimum 1800-W transformer, protected by replaceable fuses, mounted behind access cover. C. Base Covers: Manufacturers' standard metal units, arranged to cover pole's mounting bolts and nuts. Finish same as pole. D. Decorative accessories, supplied by decorative pole manufacturer, include the following: I Banner Arms, 2. Plant hangers PART 3 EXECUTION 3.01 LUMINAIRE INSTALLATION A. Install lamps in each luminaire. B. Fasten luminaire to indicated structural supports, 1. Use fastening methods and materials selected to resist seismic forces defined for the application and approved by manufacturer. C. Adjust luminaires that require field adjustment or aiming POLE INSTALLATION D. Alignment: Align pole foundations and poles for optimum directional alignment of luminaires and their mounting provisions on the pole. E. Clearances: Maintain the following minimum horizontal distances of poles from surface and underground features unless otherwise indicated on Drawings-, 265600 - Page 7 of 8 W0417\063\DesIgn DocMSper-MElectrica11265600 SF-EXTERIOR LIGHTINGDOC 7/31112 I,90 � HAVRE: o v OAK ST PROJECT LOCATION •LIEBY O KALISPELL. c.RN!d1+L O ,. pp'JGGi f I "a GREATFA&LB xEwI51 1 Mo55onnA a 147 Y DEER HELENA A M M L No 11 N ._I Fl 1 1. nur° L RS'rON F, D NOBi w P — F d � . a �jq ii5 llf 1� .o NO SCALE J- MAXIN ST LOD '°�� ___& .Y 1 I 1 Il. �d,� n1. �,..�� ,,,...L. U VICINITY MAP SCALE:1" 5000' SHEET INDEX SHEET TITLE COVER COVER SHEET Gi GENERAL NOTES,LEGEND G2 SURVEY CONTROL SHEET EC?.1 ELECTRICAL NOTES EO.2 ELECTRICAL D1 TAILS 14,03 ELECTRICAL DETAILS EoA ELECTRICAL DETAILS FO.5 ELECTRICAL DEMO PLAN-ST 14,0 6 ELE.C.TRICAL DEMO PLAN-ST E1.1 ELECTRICAL.PLAN-STA 23+0( E1.2 ELECTRICAL PLAN-STA 34+5( I:1.3 ELECTRICAL PLAIN-STA 46+5{ E I A ELECTRICAL PLAN-STA 58+5( Cl CIVIL.PLAN-STA 33+00 TO 431 C2 CIVIL PIA1N-STA 43+00 TO 53� C3 CIVIL PLAN-STA 53+00 TO RN C4 CIVIL STREETSCAPE DETAIIS MM! PROJECT NO, 0417.063 N Ibi YP1I63!ACAOtSNEEi5'C�WER®YSG PLOT2E6 BT KEVIN AACIDESEN ON W b'2012 � / GENERAL NOTES: LEGEND 1. STANDARD SYMBOLS AND LINE TYPES APE SHOWN IN THE LEGEND SOME SYMBOLS OR BE SHOWN ON THE PLANS 2 IN GENERAL,EXISTING STRUCTURES AND FACILITIES ARE NOTES AS'EXISTING,ANT AS AFI GMT$OR AS SCREENED EACKGROUNE NEW STRUCTURES OR FACILITIES ARE SHOW TYDRANT FXTSTTNG BUILDING 1 R VALVE EXISTING BUILDING ROOF CONSTRUCTION NOTES: 'ARIL'SEWER MANHOLE EXISTING CONCR PER I ALL IMPROVEMEN7 S ON THIS PROJECT SHALL BE COMPLE 7ED IN ACCORDANCE WITH TIM DRA IN FACILITIES EXISTING CURB FACE TA CARD SPECIFICATIONS,6TH EDITION DATED APRIL 2010. THE CITY OF 807EMAl 'M EP TON ACI -S P NGLIC V40RKS STANDARD SPECIFICATIONS,SIXTH EDITION DATED MARCH 2011 THE mAt CONTROL DEVICES,2009 EDITION DATED DECEMBER 200')�AND THE PROJECT SPLCIFICgRICAL FAMITIES EXISTING TOP BACK OF CURB 2 cQNjRA0CR IS RESPONSIBLE PON DRIAiNiNG STREET CUT PERMITS,iF PIT(JESSARY,PlACILITIES EXISTING PARKING STRIPE 3 ALL PAVEMENT MAPMNGS TO BE COMPLETED USING WATLRBORNE PAVEMENT mARKiNIC ————————————— ]EXISTING ASPHALT ALL CONSTRUCTION RELATED TRAFFIC SHALL BE POUTED TO AND FROM THE SITE VIA ROADWAYS SO AS TO KEEP CONSTRUCTION MATE ic OFF LOCAL ROADWAYS PIC SIGN EXISTING GRAVEL EDGE CONTRACTOR SHAL�COMPLY WITH A"APPLICABLE DIVISION Oi`�INDUSTRIAL REGLICAl Fic SIGNAL EXISTING Srr)I:WAT.,K STANDARDS IF REOJESTEO BY THE INSPECTOR.THE CONTRACTOR SHALL PROVIDE PRC DO iISION 'ULVERT PROPOSED BUILDING 6 THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS M:ULVERT PROPOSED CONCRETE SPALL BE STORED ON THE PROJECT SITE WHERE APPROVED BY THE OWNER IT SmALL RESPONSIBILITY FOR PROTECTION AND SAFEKEEPINr OF FOUIPMENT AND MATERIALS C�l SEWER NJA[N PROPOSED CURB FLOWLINE ENTIRELY THAT OF THE CONTRACTOR AND THAT NO CLAIM S�ALL BE MADE AGAINST IEWER MAIN PROPOSED TOR BACK OF CURB ACT OF AN EMH.OYEE DR TRESPASSER 7 CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANY DISCE WER SEPVICE PROPOSED PARKING STRIPE, OF OUGHT TO THE ENS[NEER'S ATTENTI ON FRI CR TO COMMENCEMENT OR CONTINUATIOt OFriC PROPOSED ASPHALT ACTIVITIES 8 REFERENCE ALL SURVEY MONUMENTS,SECTION CORNERS,114 CORNERS,AND PROMPT'RGROUND POWER PROPOSED GRAVEL EDGE DISTURBED BY CUSSIPRUC HON ANY MuNUVEN I S AND CORNERS DISTUR8LU DURING QMRGROUND TELEPHONE PROPOSED SH)EWALK REPLA"D BY A FROPCSSIONAL LAND SURVEYOR(PLS)REGISTERED IN THE STATE OF M RGROUND CABLE 6RAPHICAL SIDEWALK JOINT 9 A PRE-�ONSTRUCIIDN MEETING SHALL BE HELP WITH CITY OF BOZEMAN,CONTRAC70P TRANSPORTATION,NORTHWESTERN ENERGY(AS NECESSARY) &MORRISON-MATERLE, �INE PROPOSED ASPHALT GRADE BREAK CONS7RUCTION I[EAD POWER EXISTING MAJOR CONTOUR 10 THE CONTRACTOR SHALL PLRFORM ALL.CONSTRUCTION ACT IIVI I LIS IN A MANNER 7 0 M THE ADJACENT BUSINESSES AND/OR RESIDENCES Elf-ADTFLEPRONT - ------- -384q 2XISTING MINOR CONTOUR I I THE CONTRAC FOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE:)LEUM LTNE --W BE AFFECTED BY THESE OPERATIONS,ALL COSTS FOR PROTECTING,REMO�ING,AND Rt IMPROVEMENTS SHALL BE BORNE SOLELY BY THE CONTRACTOR I R MATS! ............ PROPOSED MINOR CONTOUR iZ THE rONTRAC7OR$HALF A7 ALL TIMES TAKE WHATEVER MEASuRF$ARE NECESSARY IR SER%qCE CONTAINMENT AND DISPOSAL.OF PCLLOTANtS ON THE SITE IN ACCORDANCE STITH 4NY SEWER CLEANOTITS DETAIL AND SECTION DESIGNATION STATE.AND FEDERAL REGULATIONS 13 THE CONTRACTOR SMALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INO'l DRAIN INLET SECTION C-CTTLR)OR EXISTING STREETS,SIDEWALKS,OR OTHER PUBLIC RIGHTS-OF-WAY AND MAKE SOME S DETAIL(NUMERAL) ON DRAWING hFIFIRE SECTION CLEANED AT THE END OF EACH WDRNINQ DAY TZM DRAIN MANHOLE DESIGNATION OR DETAIL IS TAKEN 14 CONSTRUCTION WORK ZONE TRAFFIC SIGNS AND STRIPING SHALL BE FURNISHED,INST�M DRAIN ACCORDANCE WITH APPLICABLE REGULATORY AGENCIES HXWINCI JURISDICTION A TRAf X-X BY THE CONTRACTOR,MAY BE REOUIRED BY THE CITY OR STATE 'CONSTRUCTION AT j DRAIN S� BE IN57ALLED ALONG ADJACENT DRIVEWAYS OR ROADS,FLASHERS WITH CAUTION TAFORATED DRAIN PIPE ON 1)RAWING AHERE SECTION WHERE ANY CONSTRUCTION ACTIVITY CROSSES A SIDEWALK OR PEDESTRIAN PATH IN I R DE TA I IS SHOWN -R SERVICE DRAWING NUM OC ,NUMBER SPECIFICATIONS AND ANY OR ALL LOCAL REGULATIONS SEWE BER Q)RAWIN WHERE TAKE IS NO SIOPPING,PARKING,OR STORING OF CONSTRUCTION MATERIALS IN THE EUCLID ST(ER SERVICE (OR SAME DRAINING) 'N ALLOWED UNLESS P4EVIQrJSLY APPROVED THROQrH THE CITY Or PQZWAN JTY CONDUIT 116. THE CONTRACTOR SHALL RESTORE ALL ROADWAY DRIVEWAY.SIDEWALK,ETC.SURFAC CONDI TION THAN EXISTED PRIOR TO CONS I RUCI ION WORK AS DE I ERMINED BY AGENr�GATION SLEEVE �7 ASPHALT,CONCRETE CURB,AND SIDEWALK SHALL EE SAW CUT OR NEAT CHIT AS APPIR, 18 NO FORMED CONCRETE SHALL BE PLACED WITFOUT A FINAL FORM INSPECTION DY THE AUTHDRIZCD REPRESENTATIVE 19 THE CONTRAC70R SHALL UT ILIZE COMPACTION ECUIPMENT SUITABLE FOR THE SOIL T' ENCO-INTERED ON THE PROJECT 20 CONTRACTOR IS RESPONSIBLE F DR VERIFYING TH.47,IF REGUIRED,THERE IS A STORM IS PREVENTION PLAN(SWPF'P) AND NOTICE OF INTENT(NOO APPROVED By THE MONTANO ENVIRONMENTAL QUALITY(MDZQ)OR T OCAL CnVERNING AGENCY AS APPROPRIATE IF MISCr MISCELLANEOUS Zu STORM DRAIN SUYFPF AND NOI,THE CONTRACTOR SHALL BE KESPON�IBLE FOR OBTAINING THE NECE! MPNSS MONTANA PUBLIC WORKS STANDARD BE SOLITHEAST OR THC LOCAL GOVERNING AGENCY SPECTICATIONS SEC SECTION ZI CONTRACTOR SHALL REPLACE ALL DISTURBED CURSYPAVEMENT MARKINGS AS NECESS, N NDPIFI ENT SHEET �2 ALL HyCRAN75,CURB BOXES,IRRIGATION BOXES,MAILBOXES.ETC ADJACENT TO CON NE NORTHEAST SPEC SPECIFICATION ADJUSTED TO FINISHED GRADE POILLOWINr COMPLETION OF FNAL GRADING PIC NOT IN CONTRACT so SOjARE 23 CONTRACTOR TO WORK WITHIN AVAILAELC RIGHT Or WAY AND rASEMENTS CONTRAC NOM NOMINAL SO FT SQUARE FOOT 10 USE PRIVA7E PROPERTY FOR STAGINC,ETC, NTS NOT TO SCALE SO IN SQUARLINCH NW NORTHWEST STA STATION DAB OR APPROVED FOUAL S$ SbNLTARY SEWER DO ON CENTER STO STANDARD DO OUTSIDE DIAMETER Svc SERVICE OPP OVERHEAD POWER SW SICEWALK,SOUTHWEST PC POINT OF CURVE TIE TI-ROST BLOCK HI POINT OF INTERSECTION TBC TOP BACK OF CURB PL PROFERTY LINE TF MP TEMPORARY,TEMPERATURE PSI�Tjm PRELIMINARY TOCC TOP OF CONCRETE PROP PROPERTY TW TOP OF WALL PT POINT.POINT OF TANGENCY TYR TYPICAL PVMT PAVEMENT ETC UTILITY RACET ROAD APPROACH CULVERT END VERT VERTICAL TERMINAL VOL VOLUME R,PAD RADIUS VFT VEHICLES PER DAY POP REINFORCED CONCRETE PIPE W/ WITH RID ROAD.ROOF DRAIN W/o WITHOUT RDCR REDUCER WL WATERLINE REF REFERENCE WTIR WATER REDD REQUIEM WV WATER VALVE PT RIGHT XFMR TRANSFORMER R 1W RIGHT-OF-WAY YD YARO 5 SOUTH SAN SANITARY NOTE: SON SCHEDULE FOR ABBREVIATIONS NOT LISTED,CONTACT TFF VERIFY SCALE! REVISIONS PROJECT NUMBER THESE PRINTS MAY BE NO DESCRIPTION 0411.DS3 MEASURES ONE INCH ON SHEET NUMBER DRAWING NUMBER i i I � i 1, 9 LANE O a °I .. 999 �I, 5 995 59996....._. 60001.. w � � P4 o I r .__ SURVEY "% CORNERS, V4 CORNERS, AND PROPERTY rORNERS PRIOR TC7 E..EING @ISTUI BY POINT DESC. GRID NORTHING GRID FASTING EI E�TIJRBED DJRING CONSTRUCTION SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR 59999 53045q:8287 IS'S341&,W391 ATED 2909. AERIAL WAS BEST-FIT TO THE TOPOGRAPHIC SURVEY - 59993 529524.5664 1573439 8511:5. 59994 5285bt 7192 1573449.1 59995 529059.4014 1573538 3398 54994 528099:7340 1573543.55" 40001 528'546,9073 1573559..955L HORIZONTAL DATUM: MONTANA STATE PLAtl VERTICAL DATUM: NORTH AMERICAN VER' {CITY OF BOZEMAN VERTIC, VERIFY SCALE? REVISIONS PROJECT NUMBER THESE PRINTS MAYOL NO. OESCRdPTION REDUCED NN€EPLOW — :JIGHTING IMPROVEMENTS-2012 B°rP.BSa.. MEASURES ONE INCH ON SHEET NUMBER CRIGtNAL DRAWING MT DRAWING NUMBER M001 SY:AI.£ACCaJ•'RDINGLVI TY CONTROL•..SHEET /^�ty N:*41 P1063LACAD15Neete G2,dwg Plottod by kc,0.jaaabsen-hWfi120A2 ABBREVIATIONS ELEC R JECT NOTES A or AMP AMPERES IR TO BID CONTRACTOR SHALL VISIT THE SITES, NOT ALL WORK REQUIRED AC ALTERNATING CURRENT SYMBOL AID AIR CONDITICNING ;OMPLETE THE PROJECT IS SHOWN ON THE DRAWINGS. THE CONTRACTOR AF AMP FUSE _666�1_BECOME THOROUGHLY FAMILIAR WITH ALL THE WORK REQUIRED TO AFF ABOVE F NISHEO FLOOR _ AEG ABOVEFINISHED GRADE P-1,3.5 SIZE IS UIPLETE THE PROJECT IN ADDITION TO THE LOCAL CONDITIONS AND INCLUDE rlc AL ALUMINUM AS AMP SWITCH EACH 12 WORK IN THE BID. OAS HUII DING AUTOMATION SYSTEM WITH EAERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL BE IN 8KR BREAKER RACEwAORDANCE WITH NECA 1."STANDARD PRACTICES FOR GOOD WORKMANSHIP C RACEWAYICONDUIT RACWAY�ECTRICAL CONTRACTING."THIS PUBLICATION IS AVAILABLE FROM NCSA BY CEI CIRCIATBREAKER OR ON-LINE ATWVVW.NECA-NEIS.ORG. CCTV CLOSED CIRCUIT TELEVISION "AD Ct(T CIRCUIT MOL�.ALL POLES AND METER BASES SHALL BE LOCATED 3 FROM BACK OF C C" RACEWAY CONDUIT ONLY WITH POLL SI RING UTILITY IB. VERIFY ALL STATION NUMBERS AND COORDINATE EXACT LOCATION WITH CNTRL CONTROL CU &Ig METER -DRAWINGS PRIOR TO ROUGH-W. _U COPPER DrC DISCONNECT LTE—,,�qFW POLES SHOULD BE PROVIDED WITH BRFAKAWAY BOLTS PER MDT osi 1)STRIBUTION -------UIREMENTS.PROVIDE TRANSPO POLE-SAFE MODEL 4100 OR EQUAL, opot DO"BI E Pal P OCLIM F T14ROW HANDHO RE EXISTING ELECTRICAL CONDUITS ARE NOT AVAILABLE,CONTRACTOR DWG DRAWING <11 I KEY NO_(,_L BOREiDIRFCT BURY UNDER ROADWAYS,DRIVEWAYS,SIDEWALKS,ETC. FA EACH POLL mcCOSTS ASSOCIATED WITH BORING/DIRECT BURY SHALL BE INCLUDED IN EF CXHAUSTYAN c-C] ELEC BLED TYPE TRACTOR'S BID PRICE. ELECTRIC EMT ELECTRICAL METALLIC TURING EQUIP EQUIPMENT _PHOTOCTRACTOR TO MAINTAIN EXISTING LIGHTING LEVELS DURING FIX OR EXISTING G. OLjPLrx STRUCTION.CONTRACTOR SHALL PLACE ALL BASES,PULL ALL EXIST A4 SPECIALDUCTORS,AND HAVE THE SERVICES INSTALLED PRIOR TO SCHEDULING FD FUSED DISCONNECT ONCTG,TO DEMO EXISTING POLES AND OVERHEAD POWER.ONLY SCHEDULE DEMO FLR FLOOR _—ECTIONS THAT CAN BE COMPLETE WITHIN DAYLIGHT HOURS TO ENSURE FC, FIBER OPTIC L[Sj FUSED"STREET REMAIN LIGHT AT NIGHT TH ROUGH OUT THE CONSTRUCTION FVNR FULL VOLTAGE NON-REVERSING rVR FULL VOLTAGE REVERSING If=- BRANCHrESSE& CFO GROUNI)HO CLECTRODF CONDUCTOR ———rR,,KFETRACTOR To IMMEDIATELY NOTIFY ENGINEER AND OWNER OF ANY OR GROUND RALLY INTERRUPTER FLICTS ENCOUNTERED DURING CONSTRUCTION. UNDER NO C ,ND GROUND ORD GALVANIZED RIGID CONDUIT �_C=--T-_IUMSTANCFS SHALL CONTRACTOR RESOLVE CONFLICT PRIOR TO HIC HIGH INTENSITY DISCHARGE I THESURCATION, HOA HAND-OEF.AUIOMATIC 2.ALL W HP HORSEPOWER INDICATE HPS HIGH PRESSURE SODIUM OR IN TECONTRACTOR SHALL BE RESPONSIBLE THE COORDINATION OF ALL LITA HEATER 'TRICAL SERVICE WORK WITH NORTHWESTERN ENERGY. OWNER PAYS ALL HZ HERTZ 3,CONTRACTOR DOES ALL SCHEDULING AND COORDINATION OF i-BOX JUNCTIONSOX ------------7HWESTERN ENERGY WORK. CONTACT ANDE BUFFINGTON(PH: KVA KILOVOLT AMPERES i132-463 1)AT NWE FOR UTILITY INFORMATION,IT IS THE SOLE KW KILOWATTS INCOMINGONSIMLITY OF THE CONTRACTOR TO ENSURE ALL SCHEDULES ARE MET, LTG LIGHTING DIVISION MAX MAXIMUM IT M METAL HALIDE MIN MINIMUM N NEUTRAL NC CLOSED PRIMARY CONDUIT NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION PRIMARY CONDUCTORS NFD NOWFUSIED DISCONNECT NIC NOT IN CONTRACT NO NORMALLY OPEN N POLE MOUNT 0 LIMBER TRANSFORMER Dc ON CENTER CH OVERHEAD POLE RISER P FPOLE GFI P 5 PUSHBUTTON PNL PANEL (24-AFF) PVC POLYVINYL CHLORIDE CONDUIT TRANSE ORMER PWR POWER CONNECTIONS RECEPT RECEPTACLE RON RIGID GALVANIZED STEEL 8ECCNDARYCCNDUIT BANNERARM RM ROOM RVNR REDUCED VOLTAGE NON-REVERSING (21-AFF) RVR REDUCED VOLTAGE REVERSING SECONDARY CONDUCTORS SP SINGLE POLE TOGGLE SWITCH SPEC SPECIFICATION SPST SINGLE POLE SINGLE THROW DISCONNECT NC.ORSERIE8 MDUNTNNGV SBPB START�STCP PUSI I BUTTON VOLTAGE SW SWITCH T" TIME CLOCK METER BASE To TIME.DELAY D-4DD-SG3-120SMD�PR8 HOME)12D BANNERARM TSP TWISTED SHIELDED FAIR (15-AFF) TTB TELEPHONE TERMINAL BOARD METER Typ TYPICAL WS50,25DSG3.120 UG UNDERGROUND AVAILABLE FAULT M ACS-IA POLE/120 PLANT HANGER ILE UNIT HEATER -BAS421 30'-GFI RECEPTACLE U N 0 UNLESS NOTED OTHERWISE CURRENT AT SERVICE XTURED MONIGHT BLUE) -AFF) UON UNLESS OTHERWISE NOTED POINT. (12 V VOLT NOTES: VA VOLT AMPERES 1 CDNTACTANOCOORDII TO ACCOMPLISH THIS WORK. W WATTS WITH SERVING UTILITY I WP WEATHERPROOF w1a WITHOUT 2.ALL SERVICE INSTALLA: XFMR TRANSFORMER WITH THE REOUREMEN Y WYE CONNECTED POWER CONTACT A DELTACONNSGrED PHASE ANDE BUFFINGTON NORTHWESTERN ENERGY ABBREVIATIONS COMPRISE A STANDARD LIST, SOZEMAN,MT HOT ALL ABBREVIATIONS APPEAR ON THIS PROJECT. 1405)5824fi3l MORRISON MAIERLE,INC. WRITING THE FINAL RE OFF THESE..FlOS INDICAi 610 CONTACT THE UTEITIF E2 VrkIrYSCALrl REVISIONS PROJECT NUMBER THERE PRINTS MAY RR NO, DESCRIPTION 0417.063 REDUCED LINEDELOW iTING IMPROVEMENTS-2012 MEASURES ONE INCH ON SHEET NUMBER ORIGINAL DRAWING MT DRAWING NUMBER MODIFY SCALE ACCORDINGLY] TRICAL NOTES EO.I A N:N14lA053! CAC`,SheeIsAE0.l.dM Plattedby kminjacobsei onAug;1701112 )SE(S)IN CKE TO HANDHOLE-4"XS'(NOMINAL) 'USE(S)SHALL BE 1201Z40V,.1P.3W, (.FUSE HOLDERS TRNVN CONDUCTOR AS 5H0W14 ON PLANS POLE MOUNTXFMR. ;USE"IRON'HEB PROVIbE t'OF COILED SLACK ON PER UTILITY REQUIREMENTS ',]F SIZE OF FUSE CONDUCTOR REED THRU A.S REQUIRED BY f.712'C.0. �. MANUFACTURER. PER UTILITY PROJECT ANCHOR BOLTS 3"MIN. REQUIREMENTS ABOVE'fOP OF BASE,PROVIDE 160A METER T DOUBLE NUTS FOR LEVELING UNIT 10CA MAIN BR (ONE ABOVE AND ONE BELOW BASE ®,✓ FLANGE}.GROUT VOID BETWEEN BASE FLANGE AND TOP OF CONCRETE,LEAVING DRAIN HOLE (FOUND TO POLE HAND FINISH. IOUNDRY YJGB4C BASE COVER ---•- 1'CHAMFER 1 TYPICAL ONE-LINE DIAGRAM FINISH SEE SCHEDULE ��.........�� BUSH CONDUITS E-02 scAL�E NosGALE GRADE L:ED caNlc. F,SE BV E.C. ANCHOR BOLTS FROM `P POLE MANE. DEPTH OF EMBED ..._ SEE 5CHE6ULE, SEE SITE PLAN CONCLIT SIZE - LONG REINF. POLEFON ...... SEE SIZE.SEE SCHEDULE SCHEDULE -HORtZ.TIES 3fP SEE SCHEDULE SHALL GRIND EXPOSED CONCRETE USED CONCRETE SHALL HAVE NO >RKINGS. BASE SCHEDULE•"•" SIZE LONG HORIZONTAL DEPTH""" HEIGHT AFG STL STL^^ li'SO. (4)45' if3 AT 1O"O.C. _.._® wS .... (6)4 6•..., iY3 4T TO- ETC ..... "GQ, (a)e 7' 03 A71Z'a_C. 7'-0' O" 4"0 IB:I A'6""" A3 AT i2"O.C. 7^.O' 0` ,JF I,ONG ATALL FOUR CORNERS OF SQUARE PIER, Fl I E SPACING OF S12 AT TOP 1"-0"OF PEIR.. BELOW FINISHED GRADE. h LONG.STEEL EVENLY AROUND PERIMETER. OF REINF.CLEARANCE PER ANCI318. w L 3 POLE SASE DETAIL +E-OZ SCALE: METER BASE PEDESTAL WITH 120Q40V,1 O 100A DISOONNEGT 0 PER UTILITY REQUIREMENTS. PULL 80X FIBERGLASS MINIMUM INSIDE DIMENSIONS TYPE TYPE H s' NEMA 3R LIGHTING CONTROL ENCLOSURE WITH DEFINITE PURPOSE LIGHTING CONTACTORS W - 12 INCHES W - 12 INCHES CONTROLI,.F.D VIA PHOTOCELL AND fIMFCL0CK (INTEGRAL TO METER PEDESTAL UNIT) L - 18 INCHES L - 24 INCHES 23" PHOTOCELL D TD INCHES D = 12 INCHES .-- INTEGFtAL LOAD CENTER .......... .....� FINISHED GRADE ... .-- CONCRETE DASE 4 TYPICAL PULL BOX F E 4l2 SCALE:NO SCALE �k 1"C TO LIGHTING, NOTE- CONTRACTOR SHALL PROVIDE 1-1'"SPARE C.O. STUBBED TO OUTSIDE CONCRETE PAD 9ETER BASE DETAIL ,ALE. VERIFYSCALEI _.... REVISIONS PROJECTNUMBER THESEPINTSMAYBE Na,... DESC'RIPTr[rN ----aTINGIMFROVEMENTS-2(?1'? 0417.° REOUGEO.LINE BELOW MEASURES ONE INCH ON SHEET NUMBER MIT _.. � DRAWING NUMBER MO'DIFYSCALE ACCOROINOUY: RICAL DETAILS ('' N.1041T,063IA.CAD5Sh"t"EO2.d'g Platted by&BYdn(a bs on A.B11712012 V M1-WEST OAK TO ASPEN NORTH 7TH LIGHTING 120l240V,lPh,1K FLUSH MOUNTED 24-JUFV C.D. L", Id'd No. Loctla. i Al-P 11 P... (VA) Type I LD-.d- No 1 20 1 ISPARE 3 LTG 20 1 SPARE 4 5 SPARE 20 1 SPARE Total Connected L.,d PhA A—A-111ble Fault Duty ToWl Cd'.d Load. Ph.0 W.I nurr"P""Connected Lad: TOM Connected L..d(2 X M.4,ld n): Total 00—d Load: 2,0 KVA 8.4 AMPS SOURCE- Paw12SDS RUserl)ejlrku4 AddltOal Pant Ruquinunedt> IADTESi I 2. 4 5. M5-EAST TAMARACK TO PE PRO ecT: NORTH 77H LIGHTING 120f240V,1 Ph,3W. FLUSH MOUNTED 24-JuI-12 Ckt D..,AptIon I C.S. C8 Ld Load D,fpkIh l C N.. L-6., Alp Pa. (VA) Type LomtIon No. I. LTG 1 20 2 _540 L LTG ...... ........ i4O L LTG I ..... ....... 4 v 2q SPARE SrARF: Ictul Ctnn,cid Loud PhA 11,506 A IMSAYall,bly,Fault Duty Total C.leot*d Ldadr PhC "Muy WUM'Phasa C—CWd Load! Tchl Connected Load(2 X Ma Impaiy. Tv.1 D—ld L-d: 4.1 KVA 15.9 AMPS $isc_e_rt- SOURCr= P.12LDS <Usortlnflno Additf-al P-4 Requirement, NOTES: 1 2 3. 4 5. M7-WEST 1-90 TO OAK PROJECT: NORTH 7TH L1.11TIN. 120r240V.1 Rh.3W. FLUSH MOUNTED 24-JuI,12 CkL Q..&pdnnl CB. u.d Load Dascdpttnnf CM. N, Lbon ask Amp Pow (VA) Type La thd No. I LTG 20 1 810 L LTG 2 1 ILTG L 20 1 SPARE 4 5 ISPARE A 20 1 SPARE 6 Total.C-n-tod Ledo: PhA 11,506 Anus Av,lhbwF.linuty Towl Connected Load: Pth C 'M.A.—'Phas.C-,.td Load. T.WC.mnsoo,cl Load(2X M,tx1n,urn)! Total Demand Load: 2A KVA 9,8 AMP,- SOURCE= P.d.12Su5 NOTESU 1. 2 a. 4 5. VERIFY SCALEI REVISIONS PROJECT NUMBER 7HESEPRIN-MAY BE NO. DESCRIPTION 0417.063 REDUCED.LINE BELOW TING IMPROVEMENTS-2012 MEgsLIHES ONE INCH 0 MT SHEET NUMBER �Xl, C'I, DRAWNG. DRAWING NOMBF R MODIFY SD LF AMORDINGLY RICAL DETAILS EO.3 N:1041A063=AC\SheetsAE0.2.doq Plotted by keyinjacohsen on Aug1l712012 TYPES 1,15,11 & 16 NON•FUSED BREAKAWAY ;OWN). IDENTITY DESCRIPTIVE SYMBOL & NO, WIRE SIZES IN) Our 2 3 0 4 LUMINAIRE :o�_ll MAST ARM 8 TYPES 3 LUMINAIRE ARM MIW I GAUGE 5 6 6 'UPPER SHAFT 6 MINAl GAUGE 7 FUSED! 6 8 NOTE LUMINAIRE ARM 111)SIGNAL ARM ARE INT14E S AME VERTICAL PLANE,ON THE SAME SIDE OF THE POLE 10 45' MOUNTING 11 HEIGHT TYPES 12 —4 0�10_ __4 4 EXISTING POLE 13 p ............... 4 = 4 NON-FUSE 14 7;] 4 15 16 10 F— 10 17 10 TYPES 5,1: 0 18 ]J -1 )�l 10 e 19 0 10 20 _"10 NON•FUSED t TYPICAL WPA-L LIGHT DETAIL SCALE' NO SCALE. VLERIFYSCALFI REVISIONS PROJECT NUMBER ."13 .M 7HF4rPRIN7G�y 8' No. DESCRIPTION 0417.063 REDUCED.LINE DELM TING IMPROVEMENTS-2012 MEASURES ONE NUnQN SHEET NUMBER ORIGNAL DRAWING, MT D RA RAwING NUMBER M00t�Srkl.EACCORDINCAYJ RICAL DETAILS n A N:I0417`I063YArAD%Shevts%E0.2"S PIctled by I kl�vinjambsenonAugil7/2012 EO.4 I I) 1 �r I� FY NOTES DEMO EXISTING LUMINAIRE,POLE AND BASE IN THEIR ENTIRETY. INTERCEPT EXISTING CONDUIT UNDER ROADWAY AT THIS LOCATION. NOTE: STATIONED AUCNMENT IS BASED UPON THE WEST TOP BACK OF CURB BETWEEN DURSTON' ROAD AND OAK STREET AND PRDIECTEO 44.50 FEET EAST TO THE D!SPId.YED LOCATION. VERIFY SCALE! REVISIONS PROJECT NUMBER T.Mpm N's l y 6 ND. DESCRIPTION 4417.063 REDUCED_LINZO l,OW ITING IMPROVEMENTS-2012 MEASURES oNE INCH ON SHEET NUMBED{ OR rAMAL DRAA'JING_ MT L DEMOLITION PLAN DRAWING NUMF PLAN (� MDDIN SCALE ACCCRUNGM 3+00 TO END E0,6 14:T041Tk631ACAD%ShWslEO.5.dag Plotted by kevin laoobsen on Augll70012 r ! dE2 co Lo d NORTH 7TH AVE z e—#1O Cu ey M11--2 1—#10CU GND E2 IN 1°C MS STA 5a+99.44 49.57 RT 1500 N T H AVE WALMART SUPERCENTER NOTE: STATIONED ALOWENT IS B&SED UPON THE WEST TOP BACK OF CURB BEr*M DURSTON READ AND OAK STREET AND PROJECTED 44.50 FEET EAST TO THE DISPLNMD LOCATION. IDERGROUND FEEDERS TO METER PEDESTAL AT THIS LOCATION. JSE EXISTING UNDERGROUND CONDUIT TO ROUTE UNDER ROADWAYS.NEW VIDED EVERYWHERE ELSE. USE TYPE 1 PULL BOXES AS NEEDED TO :ORS HERE.SPLICE WITH WATER TIGHT CONNECTORS.USE EXISTING 5 AS SHOWN. iERVICE TO THIS LOCATION, CONTRACTOR SHALL PROVIDE CONDUIT PER VERIFY SCALE!. REVISION5 PROJECT NUMBER TeSEPRIN7SMAYOE NO. DESCRIPTION —STING IMPROVEMENTS-2012 0417.053 REPUCE6..TINEiBELOW MEASURES ONE INCHON SHEET NUMBER ORIGINAL CRAwiNG. MT TRICAL PLAN..., DRAWING NUMBER MODWY SCALE ACCORDNCLYI _ 48+50 TO ENE) E 1. W041 TD631ACAEASheetME1.4.dwg Plottad by k-in]aaadsen on AU9117=12 NOTES: 0 1 ASPHALT SHALL BE TYPE S-MODIFIED,COMPACTED TO 9E%RICE d DENSITY AS DETERMINED BY ASTM D204 J BASE COARBE AND St16GRAUE SHAL-Be COMPACTED TO 95%RELATIVE _ — — — — _ — —. 0 COMPACTION BASED UPON AASHTC T-99 RIGHT--OF-WAY) — NORTH 7TH AVENUE COMPACTED SIBGRADE INSTALL MINIMUM 6"TOPSOIL., GRADE BETWEEN CURB AND ASPHALT EDGE, AND SEED. PAVEMENT SEQ`TION �s r`3 a w N a � NOTE: ALL NEW SIGNS AND SIGNPOSTS TO BE INSTALLED PER COB DETAIL - -- - - -.. �a «� nm 1111 "w 1 .............: n REMOVE AND DISPOSE OF EXISTING ASPHALT BETWEEN CURB AND ASPHALT 1012 N 71H AVE SAWCUT LINE. FIRST NATIONAL PAWN ATIONAL PAWN STREETSCAPE IMPROVEMENTS CffY OF 00 EMAN x W � PARK ^r 1 U] // %w f � z AW r c��y a 5 ._ i 'I n M- r Tg . p m GRAPHIC SCALE o IN FEST H T j[L G I¢ 4 5 t � I I SAWCUT EXST. APPROACf., INSTALL 6"X6' SDWK. PIER.- NOTE. COB DETAIL#02529-12 STAT[ONED ALUGNMENT IS BASED UPON THE WEST TOP DI Of CURB BEPNEEN DURS IN ROAD AND CAK STREET AND PROJECTED 44.50 FEET EAST TO THE OISPIAYED LOCATION. 1 NEW LUMINA, CO CO W to rn � I I CJ4 Ul Q C) CD p c) VERIFY SCALEI REVISIONS - PROJECT NUMBER REDUCED D LIN MAY BE NO, DESCRIPTION E LIGHTING IMPROVEMENTS-2012 0497.063 RESURE OMEIINCHO MFJ+5URE5 ONE INCFI Cxr SHEET NUMBER ORIGI'N'AL DRAWING, MT ---------4 DRAWING NUMBER MODIFY SCALE AC,CawolNGEVI. --"-iTREETSCAPE DETAILS i006 _ C4 N;ID9 k7dB63hACAGISheetalCd.dWg PloHed.by kavdn.9acohsen an AL,g7A 612092